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Home My WebLink About139 Oak Ln Permit PackageDate: RECEIVED CITY OF CAPE CANAVERAL Tracking# /41- o o T JUN 19 2014 BUILDING PERMIT APPLICATION Permit# C ( Y y l 321)868-1222 City of Cape Canaveral Building Department - 7510 N. Atlantic Ave. - Cape Canaveral, FL 32920 3 l he You may download this application: www citylist on the back of this form and provide otherdopumentation astindicaedincludeton backside of this form. Important: Please complete the check the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READYContractor,'Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. I.D. may be required) Zoning classification: Flood 'Lone: Address of Job Site:' 11 o,., } SEC: , SUBD: — BLK: LOT: PB: t` PG: _iQZZ Legal description of pro y: Twrl: Phone: Property Owner Name: C Address: iA .- r Address: Fee Simple Titleholder's Name (ifother than owner): Address: Bonding Company: Address: Mortgage Lender: Type of Permit Brief description of work: Building 1 1 Electrical Plumbin Mechanical Other Type of Square Const. Occu- FPL lines currently City Sewer available of Concrete/ Building Feel T pe panty Classifies available to to serve Asphalt under IA, serve this this parkingplease indicate as roof VB, etc) tion B,Rl,R3 p p, troer property? Spaces applicable) etc.) Yes/No Yes/No 7ommercial wnhouse of # of # of # of valuation of work stories dwcl- bed- water ( Copy of Contract Required) ling rooms closets units S 5 S FLOORPLAN SYMBOLS ELECTRICAL SYMBOLS WALL MOUNT duplex y,n RECEPT 110V 0 WP WEATHERPROOF duplex 110V ON GFI PER CIRCUIT FLOOR MOUNT duplex 110V RECEPT GFCI WALL MOUNT duplex GROUND FAULT INTERRUPTER GOO RECEP CEILING MOUNT duplex GAR DOOR OPENER Iy', REC 110V I 117 WALL MOUNT 220V WALL SWITCH OHANGING LT FIXTURE CEILING MOUNT LIGHT FIXTURE WALL OR CEILING MOUNT RECESSED LIGHT F 000 EXTERIOR FLOODLIGHT BATH EXHAUST FAN W LIGHT ex fan BATH EXHAUST FAN TV TV COAXI Coax ' net COMPUTER work I ETWORKING TELEPHONE RECEIPT PH SMOKE & CARBON IS M MONOXIDE DETECTOR CO DOORBELL Door PUSHBUTTON Ben GARAGE DR opener PUSHBUTTON pb aoXLI NG FAN METAL BRACED O O O CIRCUIT BREAKER PANEL ELEC ANE MISC SYMBOLS ose HOSEFAUCET Ib REBAR REINF GROUT CELL IN BLOCK DECORATIVE DETAIL DEC REF SYMBOL 1 STRUCTURAL DETAIL REFSYMBOL etas 3 IMPACT GLASS. panels of shutters are required on al new windows and doors. REFER TO INSTALLATION DETAILS FROM MANUFACTURER OF WINDOWS AND EXTERIOR DOOR!S). THESE DETAILS ARE TO BE ATTACHED TO BUILDING PLAN, ALL NEW WINDOWS AND DOORS TO COMPLY WITH WINDLOADING REQUIREMENTS AS STATED W FBC REFER TO WINDLOADING CALCULATIONS FOR THIS BUILDING, USE MANUFACTURER WINDOW AND DOOR SIZE CHART TO OBTAIN RUF OPENINGS PLAN DIMENSIONS ARE FOR LOCATION ONLY. VERIFICATION REQUIRED this note applies to builder, owner and all subcontractors ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED, VERIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS ( FOR ABOVE ROAD HEIGHTS, DRAINAGE AND SEPTIC OR SEWER CONNECTIONS). VERIFY SETBACK AND SLAB HEIGHT COMPLIANCE BEFORE PLACING CONCRETE. IF TRUSSES ARE REQUIRED, VERIFY ACCURACY OF FLOORPLAN DIMENSIONS BEFORE BUILDING OR COMMISSIONING TRUSSES IF NEW WALLS ARE REQUIRED. VERIFY WALL HEIGHTS BEFORE BUILDING ANY WALLS, IF THIS PLAN IS FOR AN ADDITION, VERIFY THAT THE ADDITION MEETS ALL EASEMENT AND SETBACK REQUIREMENTS, ANY CONDITIONS THAT ARE DIFFERENT THAN THOSE DEPICTED IN THESE DRAWINGS OR THAT DO NOT COMPLY WITH COOE REQUIREMENTS, MUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION, NOTIFY BUILDER, OWNER. AND ENGINEER OF ANY PLAN OR DESIGN DEFICIENCIES OR DISCREPANCIES, ELEC SERVICE CALCULATIONS U -strap each stud to top and bottom plates. GEN LIGHTING 2063 X 3VA 6189 VA LAUNDRY a/2 ROM£x 1500 VA KITCHEN SABC a 1 500VAx2 1500VAx2 3000 VA RANGE BREAKEF 8000 VA DRYER 2 X 4 FIRE BLOCK AT ANY INTERSECTING 5000 VA WATER HEATER NOTE: 4500 VA DISHWASHER c< 1600 VA MICROWAVE PNL 1500 VA DISPOSAL MATCH 1176 VA POOL PUMP t 1i2 HP 10A 2400 VA IRRIG PUMP 3,'4HP6A MINIMUM PT 2 X 4 PRESSURE TREATED 1658 VA BOTTOM PLATE BOLTED TO FOOTING. Use INDICATED 36521 VA TOTAL 1 ST IOKW AT 100% r 10000 VA A EQUALS 26521 VA BALANCE AT 40% OF A WALL WITH 1/2" 10608 VA PLUS IST 10 KW 10000 VA B EQUALS 20608 VA ADD FOR HEAT/AC-HEAT PUMP HEAT AT 10KW 10000 VA A,1C O 40A x 240V 9600 VA C EQUAL3 19600 VA B+C= 40208 VA 40,208 VA/240V EQUALS 168 AMPS REQUIRED USE 200 AMP SERVICE FACE EA SIDE OF WALL WITH 1/2" DRYWALL SCREWED TO STUDS STUD SIZING NOTE: STUDS AND PLATES TO MATCH WALL THICKNESS INDICATED ON FLOORPLAN U -strap each stud to top and bottom plates. see connector schedule MINIMUM DBL 2 X 4 TOP PLATE W 3 16d COM NAILS PER STUD. MINIMUM 4FT SPLICE. STAGGER SPLICES MIN 8FT APART. 2 X 4 FIRE BLOCK AT ANY INTERSECTING CEILINGS OF DIFFERENT HEIGHTS MINIMUM 2 X 4 STUDS SPACED 16" OC OBTAIN WALL HEIGHT FROM FLOORPLAN MINIMUM PT 2 X 4 PRESSURE TREATED BOTTOM PLATE BOLTED TO FOOTING. Use 1/2"x 10" j -bolts embedded 7" deep 32" oc. If shearwall decrease spacing tc 21" oc, Wedge bolts may be used in place of j -bolts for 1350 lbs of uplift. SEE FLOORPLAN FOR U -strap each stud to top and bottom plates. see INTERIOR BEARING i connector schedule WALL LOCATIONS TYP 4" THK CONC SLAB SEE FOUNDATION PLAN FOR FOOTING STRUCTURAL DETAILS AND LOCATIONS 2ta lINTERIORFEARINGWOOD -, FRAME WALL not to scale _5i TYP 4" THK CONC SLAB • • - on soil base TYP 2500 PSI (MIN) CONC FOOTING W 2 5 STL REBAR CONT. MIN 25" LAPS SEE FLOORPLAN AND FOUNDATION PLAN FOR INTERIOR BEARING WALL & FOOTING SIZE AND LOCATIONS GARAGE INTERIOR REARINGetaill\ WOOD FRAME WALL not to scale ` ---- typ truss as per eng truss plan FACE EA SIDE OF WALL WITH 1/2" DRYWALL SCREWED TO STUDS If wall opening use a min of dol 2x12 header up to 8' of opening width. nail ea end of header to jack studs w 8 16d com nails and tie ea end of header to studs with same truss ties use on trusses bearing on this header. use the bearing truss count divided by two and put that many ties on ea end of header. STUD SIZING NOTE: STUDS AND PLATES TO MATCH WALL THICKNESS INDICATED ON FLOORPLAN USE WEATHER HD IF OVERHEAD SERVICE U -strap each stud to top and bottom plates. INSULATE WALL WITH see connector schedule MIN R-13 FG BATTS to a/2 ROM£x separate air-cond SID= G: MINIMUM DBL 2 X 4 TOP PLATE W 3 16d COMfromnon- air cond NAILS PER STUD. MINIMUM 4FT SPLICE. 10 ROMEX BREAKEF STAGGER SPLICES MIN 8FT APART. STUD t 2 X 4 FIRE BLOCK AT ANY INTERSECTING SIZING CO CEILINGS OF DIFFERENT HEIGHTS NOTE: SERV. 1'8 ___ STUDS AND c< MINIMUM 2 X 4 STUDS SPACED 16" OC PANEL PNL PLATES TO c OBTAIN WALL HEIGH_r FROM MATCH FLOORPLAN WALL ug service THICKNESS MINIMUM PT 2 X 4 PRESSURE TREATED w min 2' cork protection) per nec BOTTOM PLATE BOLTED TO FOOTING. Use INDICATED 4 1/2"x 10" j -bolts embedded 7" deep 24" oc. If ON r shearwall decrease spacing to 21" oc. Wedge FLOORPLAN bolts may be used in place of j -bolts FACE EA SIDE OF HTCOPYRIGHT 2013 HUGH GRIFFITH U -strap each stud to top and bottom plates. WALL WITH 1/2" see connector schedule DRYWALL SCREWED TO STUDS TYP 4" THK CONC SLAB on garage side TYP 4" THK CONC SLAB • • - on soil base TYP 2500 PSI (MIN) CONC FOOTING W 2 5 STL REBAR CONT. MIN 25" LAPS SEE FLOORPLAN AND FOUNDATION PLAN FOR INTERIOR BEARING WALL & FOOTING SIZE AND LOCATIONS GARAGE INTERIOR REARINGetaill\ WOOD FRAME WALL not to scale ` ---- typ truss as per eng truss plan FACE EA SIDE OF WALL WITH 1/2" DRYWALL SCREWED TO STUDS If wall opening use a min of dol 2x12 header up to 8' of opening width. nail ea end of header to jack studs w 8 16d com nails and tie ea end of header to studs with same truss ties use on trusses bearing on this header. use the bearing truss count divided by two and put that many ties on ea end of header. STUD SIZING NOTE: STUDS AND PLATES TO MATCH WALL THICKNESS INDICATED ON FLOORPLAN USE WEATHER HD IF OVERHEAD SERVICE OR CONDUIT IF UG SERVICE 4/0 SER AL TYP all\ TV a/2 ROM£x 42 200 PLANT SH I ELEC METER w/disconnect 10 ROMEX BREAKEF VT S AMP t t CO TYPE I4 SERV. 1'8 ___ 98 ROMEX PANEL PNL 94 bso cu (or larger) conductor per typ conduit if nec250 66 from concrete encased COPPER ug service grounding electrode (min 20' #5 rebar GROUND w min 2' cork protection) per nec 250,66b. Connect conductor to 5/8' x eft galy ground rod + intersystem bonding terminal (per nec 250.94) ALL ELEC INSTALLATIONS exterior wall mount near sery TO COMPLY WITH STATE AND LOCAL ELEC CODES entrance) PROTECT ALL COPPER FROM DIRECT CONTACT CON2013 ELEC. RISER ntsHTCOPYRIGHT2013HUGHGRIFFITH See connector schedule for truss to wall econnector type and size min Simpson r4 or usp h4 ea truss U -strap each stud to top and bottom plates. see connector schedule MINIMUM DBL 2 X 4 TOP PLATE W 3 16d COM NAILS PER STUD. MINIMUM 4FT SPLICE. STAGGER SPLICES MIN 8FT APART. 2 X 4 FIRE BLOCK AT ANY INTERSECTING CEILINGS OF DIFFERENT HEIGHTS MINIMUM 2 X 4 STUDS SPACED 16" OC where no wall opening) OBTAIN WALL HEIGHT FROM FLOORPLAN MINIMUM PT 2 X 4 PRESSURE TREATED BOTTOM PLATE BOLTED TO FOOTING, Use 1/2"x 10" j -bolts embedded 7" deep 32" oc. If shearwall decrease spacing to 21" oc. Wedge bolts may be used in place of 1 -bolts for 1350 lbs of uplift. SEE FLOORPLAN FOR IJ y /U -strap each stud to top and bottom plates. seeINTERIORBEARINGconnectorschedule WALL LOCATIONS TYP 4" THK CONC SLAB SEE FOUNDATION PLAN FOR FOOTING STRUCTURAL DETAILS AND LOCATIONS INTERIOR BEARING WOOD FRAME detail WALL not to scale (continuous 5 load path over wall openings is shown) 57' 11'4 17' 15'8 01 4' 4'6 6`10 nRL26-S INDQW-- ose (L, top at 8' 'j DK@- - - - - - - - - - - - - - - - - - - - - - - - POOL EQUIP 26 SH WINDc W / / PREWIRE 10'4 1b I / PORCH 8' 00 \ rooop ( I \ r DBL 26 SH WINDOW ( 0 \ 28 8 BUTTED GLASS NOTE: SILL 32' AFF, BOT OF HEADER 8' AFF, ALL HTS FROMIFLAT9 'Q CEILING 6 6 egress top at 8' \ TIN RSLAB. ABABOVE HEADER TO e6" WALLWALL t %7 S , II TAP 0 NO BEARING ON BUTTED GLASS HEADER BOX FRAME SLIDING -,,QR WALL TRAG RE -AIR F,LAT 9'4 CEILING_ _ - _ _ _ _ 12080 CC) LOO BEDROOM 3 \ \ N 4'10 \ 12'1 — \ \ 14 1 ' STEP UP \ \ light r \ PH O \ v BLK WL \ fan J oax TO 11' AFF \T „' CEILING \ \ I \ \op 4 GREAT RIVE 1 \ TV \ 8" WALL R oax LU 42" fan LU 0 \ HIGH 4. 2 LL \ BRAT RLL1zm \ t light t— \ O WEWEO 5 06 . - ('' N \ R KITCHEN R LO O OSET \ CO SM z LLJ= z \ \ PH (FLAT 11' CEIL G co w CO - \ L1 1321SH b GF -CSe 8 \ 16' 8 240v6" 5' wide eyebr arch. bottom W of arch IU aff Or L • ! attil acces ' ' fan 00 _ I R ' R W / , y, \ _ ex fan i _ t(t ` 26 1'14 / C\J 668_ 4 round 12" 00 en eyebr \ R CO a" dia deco N top of arch 1 aff / 18'h / s head 5 SHS SM \ Q r fh3 VJ 00 CO ' CO FLAT 11' CEILING — — 7r8 ,, open eyebr arc PAp1' light / FOYE top of arch 10' aff . 5 SH0, 1 bot of arch 9'aff FLAT 9'4 CEILING fan _ /i 12x12 box down TVR14 t0 COI top ..+'• BEDROOM 3' °ax 4 F X11 F -GAR LIGHTS y PH 1 SH \ r ELEC co I 1 4' 14 - 12' \ 9'O T_, PANEL r— /O CLOS T v7 I / ' DI NI G O _ / 68X20 colonial pane 14'2 ,f FR DR MASTERBEDRM XT/9'4 CEILING A' I U 4 EILING I °aCOm4 3 'Z \ D -J, I . • L aa'3 eie 01112,11 GARAGE SH WALK -1 00 I 120v ph.iati A fw Sec pill. PH 6' aff 1 SH 3' eyebr M BATH T 9'4 CEILIN O O 2' tempi tlecess glas dr show 2x4X UB'0 pla 1 20' high d' R valve glass panels 64 s head on 32' h wall 220V IWH 10'8-' Dryer vent in wall D N a I it I I'--I-f FLAT 9{4 CEILING N N NT %LY 2 27colonl pane. Top N GAR Dti (( , j— / R PORCH WPGFCI of window 9' aff pPpR M \ GFCI 4'2 — —4'2\ \ 3'8 — d1 4'10 \ /CEPr 42"AFF DBL 2X12 WD BEAM. TOP OF BEAM IS 11' AFF MAIN SLAB. 24" AFF BLK KNEEWL W 01 26 colonial AFF MEANS ABOVE FINISH FIR N5 REBAR DOWEL EA \ — 84 / CELL /-----`-'--- --- — ELECTRIC METER pane egress. \ LOCATIONS SHOWN 26 colonial Top of window ARE APPROXIMATE. pane egress. 8' aff / \ VERIFY ACTUAL / RE AFF BLK KNEEWL W NS Top of window — — -REBAR DOW EL EA CELL — — - — — — — — — WITH POWER11 METER CORNER 8' aff 16"xi 6" CORNER BLK 1'4 1'4 6' 1'4 7' 1' / \ I L70 COMPANY BEFORE WALL 10' AFF I \ INSTALLING SEE PORCH ELEV VIEW FOR COLUMN HEIGHTS. \IMETERSORtypblkwlreinfSEESECTIONVIEWFORDETAILS00 SERVICE LINES. w #5rebar lo, 19, quaint AZALEA FLOORPLAN 1/4 = 1'0 7' 19' 57' 16080--- --- 3'4 — 16' 22'8 D OtA ZO y2o 213 3-4-1 p 48 X 48 G(ASS BLK yV ofSVHO 0 On I)21SU1 OSP Aot,Z v 0 UIV Ipea Deyxy WP 14x4 cone pad I IF IRR133 verify P u or time I I R all\ TV oax I I PLANT SH I VT S t SM COI OSM t N CO I4 1'8 ___ A' I U 4 EILING I °aCOm4 3 'Z \ D -J, I . • L aa'3 eie 01112,11 GARAGE SH WALK -1 00 I 120v ph.iati A fw Sec pill. PH 6' aff 1 SH 3' eyebr M BATH T 9'4 CEILIN O O 2' tempi tlecess glas dr show 2x4X UB'0 pla 1 20' high d' R valve glass panels 64 s head on 32' h wall 220V IWH 10'8-' Dryer vent in wall D N a I it I I'--I-f FLAT 9{4 CEILING N N NT %LY 2 27colonl pane. Top N GAR Dti (( , j— / R PORCH WPGFCI of window 9' aff pPpR M \ GFCI 4'2 — —4'2\ \ 3'8 — d1 4'10 \ /CEPr 42"AFF DBL 2X12 WD BEAM. TOP OF BEAM IS 11' AFF MAIN SLAB. 24" AFF BLK KNEEWL W 01 26 colonial AFF MEANS ABOVE FINISH FIR N5 REBAR DOWEL EA \ — 84 / CELL /-----`-'--- --- — ELECTRIC METER pane egress. \ LOCATIONS SHOWN 26 colonial Top of window ARE APPROXIMATE. pane egress. 8' aff / \ VERIFY ACTUAL / RE AFF BLK KNEEWL W NS Top of window — — -REBAR DOW EL EA CELL — — - — — — — — — WITH POWER11 METER CORNER 8' aff 16"xi 6" CORNER BLK 1'4 1'4 6' 1'4 7' 1' / \ I L70 COMPANY BEFORE WALL 10' AFF I \ INSTALLING SEE PORCH ELEV VIEW FOR COLUMN HEIGHTS. \IMETERSORtypblkwlreinfSEESECTIONVIEWFORDETAILS00 SERVICE LINES. w #5rebar lo, 19, quaint AZALEA FLOORPLAN 1/4 = 1'0 7' 19' 57' 16080--- --- 3'4 — 16' 22'8 D OtA ZO y2o 213 3-4-1 p 48 X 48 G(ASS BLK yV ofSVHO 0 On I)21SU1 OSP Aot,Z v 0 UIV Ipea Deyxy WP 14x4 cone pad I IF IRR133 verify P u or time I I R FLOORPLAN SYMBOLS ELECTRICAL SYMBOLS 0 WALL MOUNT duplex PECEPT I 3V Y VAP WEATHERPROOF duplex 110V ON GFI FLR CIRG'JIlu ? FLOOR MOUNT duplex 110V RECEPT GFCI WALL MOUNT duplex GROUND FAULT0INTERRUPTER GDO RECEP CEILING MOUNT duplex GAR DOOR OPENER y REC 110V I Il WALL MOUNT 220V WALL SWITCH O HANGING LT FIXTURE CEILING MOUNT LIGHT FIXTURE WALL OR CORCEILING MOUNT RECESSED LIGHT V000 EXTERIOR FLOOD LIGHT BATH EXHAUST FAN W ucHr ex fan BATH EXHAUST FAN TV COAX Coax net COMPUTER work ETWORKING TELEPHONE RECEPT PIH SMOKE & CARBON SM MONOXIDE DETECTOR CO DOORBELL Door PUSHBUTTON Bell GARAGE DR opener PUSHBUTTON pb LING FAN METAL BOX BRACED O O CIRCUIT BREAKER PANEL ELEC PANEL MISC SYMBOLS dosHOSE FAUCET bibe REBAR REINF GROUT CELL IN BLOCK DECORATIVE DETAIL DECOO] REF SYMBOL 1 Jl STRUCTURAL DETAIL REFSYMBOL t1,el1 IMPACT GLASS, panels or shutters are required on all ne—vindows and doors REFER TO INSTALLATION DETAILS FROM MANUFACTURER OF WINDOWS AND EXTERIOR DOOR(S). THESE DETAILS ARE TO BE All ACHED TO BUILDING PLAN. ALL NEWWINDOWS AND DOORS TO COMPLY WITH WINDLOADfNG REQUIREMENTS AS STATED IN FBC REFER TO WINDLOADING CALCULATIONS FOR THIS BUILDING USE MANUFACTURER WINDOW AND DOOR SIZE CHART TO OBTAIN RUF OPENINGS PLAN DIMENSIONS ARE FOR LOCATION ONLY VERIFICATION REQUIRED this note applies to builder, owner and all subcontractors ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MUST BE FIELD VERIFIED VERIFY THAT SLAB HEIGHTS COMPLY WITH LOCAL CODE REQUIREMENTS I FOR ABOVE ROAD HEIGHTS, DRAINAGE AND EP IC OR SEWER CONNECTIONS) VERIFY SETBACK AND SLAB HEIGHT COMPLIANCE BEFORE PLACING CONCRE" E IF TRUSSES ARE REQUIRED, VERIFY ACCURACY OF FLOORPLAN DIMENSIONS BEFORE BUILDING OR COMMISSIONING TRUSSES IF NEW'WALLS ARE REQUIRED VERIFY WALL HEIGHTS BEFORE BUILDING ANY WALLS IF THIS PLAN IS FOR AN ADDITION. VERIFY THAT THE ADDITION MEETS ALL EASEMENT AND SETBACK REQUIREMENTS. ANY CONDI?IONS THAT ARE DIFFERENT THAN THOSE DEPICTED IN THESE. DRAWINGS OR THAT DO NOT COMPLY WITH CODE REQUREMENTS MUST BE REMEDIED BEFORE PROCEEDING WITH CONSTRUCTION NOTIFY BUILDER. OWNER. AND ENGINEER OF ANY PLAN OR DESIGN DEFICIENCIES OR DISCREPANCIES ELEC SERVICE CALCULATIONS OR CONDUIT IF UG SERVICE GEN LIGHTING 2063 X 3VA 6169 VA LAUNDRY 1500 VA KITCHEN SABC@1500VAx2 1500VAx2 3000 VA RANGE ELEC METER 3000 VA DRYER 200 5000 VA WATER HEATER 4500 VA DISHWASHER 1600 VA MICROWAVE TYPE 1500 VA DISPOSAL 1176 VA POOL PUMP 1 1!2 HP 10A PNL 2400 VA IRRIG PUMP 3,4HP6A 1656 vA 36521 VA TOTAL 1ST IOKW AT 100% 10000 VA L_11119p A EQUALS 26521 VA BALANCE AT 40% OF A10608 w min 2" cont protection) per netF VA PLUS 1ST 10 KW 5ft galy ground rod + Intersystem 10000 VA TO COMPLY WITH STA?E exterior wall mount near cert/ AND LOCAL ELEC CODES B EQUALS 20608 VA ADD FOR HEAT AC -HEAT PUMP CONTACT CONC ELEC. RISER ntsCtiUP,'R IGHT 201.1 'IUGR C;R IFFITH HEAT AT 10KW 10000 VA A'C g 40A x 240V 9600 VA C EQUALS 19600 VA B+C= 40208 VA 40 208 VA 240V EQUALS 168 AMPS REQUIRED USE 200 AMP SERVICE FACE EA SIDE OF WALL WITH 1/2" DRYWALL SCREWED TO STUDS STUD SIZING NOTE: STUDS AND PLATES TO MATCH WALL THICKNESS INDICATED ON FLOORPLAN U -strap each stud to top and bottom plates. see connector schedule MINIMUM DBL 2 X 4 TOP PLATE W 3 16d COM NAILS PER STUD. MINIMUM 4FT SPLICE. STAGGER SPLICES MIN 8FT APART. 2 X 4 FIRE BLOCK AT ANY INTERSECTING CEILINGS OF DIFFERENT HEIGHTS MINIMUM 2 X 4 STUDS SPACED 16" OC OBTAIN WALL HEIGHT FROM FLOORPLAN MINIMUM PT 2 X 4 PRESSURE TREATED BOTTOM PLATE BOLTED TO FOOTING. Use 1/2"x 10" j -bolts embedded 7" deep 32" oc. If shearwall decrease spacing to 21" oe, Wedge bolts may be used in place of j -bolts for 1350 lbs of uplift. SEE FLOORPLAN FOR U -strap each stud to top and bottom plates, see INTERIOR BEARING connector schedule WALL LOCATIONS TYP 4" THK CONC SLAB SEE FOUNDATION PLAN FOR FOOTING STRUCTURAL DETAILS AND LOCATIONS INTERIOR BEARING WOOD FRAME WALL riot to scale U -strap each stud to top and bottom plates. INSULATE WALL WITH see connector schedule MIN R-13 FG BATTS to separate air-cond sp from non- air cond \ MINIMUM DBL 2 X 4 TOP PLATE W 3 16d COM NAILS PER STUD, MINIMUM 4FT SPLICE, STAGGER SPLICES MIN 8FT APART. STUD 2 X 4 FIRE BLOCK AT ANY INTERSECTING SIZING CEILINGS OF DIFFERENT HEIGHTS NOTE: STUDS AND , MINIMUM 2 X 4 STUDS SPACED 16" OC PLATES TO OBTAIN WALL HEIGHT FROM MATCH FLOORPLAN WALL THICKNESS MINIMUM PT 2 X 4 PRESSURE TREATED BOTTOM PLATE BOLTED TO FOOTING. Use INDICATED 1/2"x 10" j -bolts embedded 7" deep 24" oc. If ON shearwall decrease spacing to 21" oc. Wedge FLOORPLAN / bolts may be used in place of j -bolts FACE EA SIDE OF i U -strap each stud to top and bottom plates. WALL WITH 1/211 -, see connector schedule DRYWALL SCREWED TO STUDS -TYP 4" THK CONC SLAB on garage side TYP 4" THK CONC SLAB TYP 2500 PSI (MIN) CONC FOOTING W 2onsoilbase # 5 STL REBAR CONT. MIN 25" LAPS SEE FLOORPLAN AND FOUNDATION PLAN FOR INTERIOR BEARING WALL & FOOTING SIZE AND LOCATIONS GARAGE INTERIOR BEARING detail WOOD FRAME WALL not to scale 7 typ truss as per eng truss plan FACE EA SIDE OF WALL WITH 1/2" DRYWALL SCREWED TO STU DS If wall opening use a min of dbl 2x12 header up to 8' of opening width, nail ea end of header to jack studs w 8 / 16d com nails and tie ea end of header to studs with same truss ties use on trusses bearing on this header. use the bearing truss count divided by two and put that many ties on ea end of header. STUD SIZING NOTE: STUDS AND PLATES TO MATCH WALL THICKNESS INDICATED ON FLOORPLAN USE WEATHER HD IF OVERHEAD SERVICE OR CONDUIT IF UG SERVICE U 4/0 SER AL TYP 2X6 BEARING WALL 2X4 BEARING WALL 9'-4" HIGH BLOCK WALLS 11' HIGH BLOCK WALLS ELEC METER 12 RQMEx 42 200 w/disconnect BP =AKE AMP O10RO1Ex TYPE SERV. 16 ROMEX PANEL PNL 04 bso cu (or larger) co Iductor per conduit If nnc250 66 from concrete encased COPPER L_11119p se vice grounding electrode (m+n 20'#5 rebar GROUND w min 2" cont protection) per netF 150 66b Connect con -hitter to 5/8" x 5ft galy ground rod + Intersystem bonding terminal 'per nec 250 94) ALL ELEC INSTALLATIONS TO COMPLY WITH STA?E exterior wall mount near cert/ AND LOCAL ELEC CODES entrance) PROTECT ALL COPPER FROM DIRECT CONTACT CONC ELEC. RISER ntsCtiUP,'R IGHT 201.1 'IUGR C;R IFFITH See connector schedule for truss to wall connector type and size min Simpson r4 or usp h4 ea truss U -strap each stud to top and bottom plates, see connector schedule MINIMUM DBL 2 X 4 TOP PLATE W 3 16d COM NAILS PER STUD, MINIMUM 4FT SPLICE. STAGGER SPLICES MIN 8FT APART. 2 X 4 FIRE BLOCK AT ANY INTERSECTING CEILINGS OF DIFFERENT HEIGHTS MINIMUM 2 X 4 STUDS SPACED 16" OC where no wall opening) OBTAIN WALL HEIGHT FROM FLOORPLAN MINIMUM PT 2 X 4 PRESSURE TREATED BOTTOM PLATE BOLTED TO FOOTING. Use 1/2"x 10" j -bolts embedded 7" deep 32" oc. If shearwall decrease spacing to 21" oc. Wedge bolts may be used in place of j -bolts for 1350 Ihs of uplift. SEE FLOORPLAN FOR U -strap each stud to top and bottom plates. see INTERIOR BEARING connector schedule WALL LOCATIONS TYP 4" THK CONC SLAB FOUNDATION PLAN FOR FOOTING STRUCTURAL DETAILS AND LOCATIONS INTERIOR BEARING WOOD FRAME detail WALL riot to scale (continuous 5 load path over wall openings is shown) O 0 10)40X32 GLASS BL D X10 F L mete _ app ox L lot ion -v rify = w Power c o 1 DBL 2 .INDOW egra " top at 8' 6'6— J 94 CEILING EDROOM 3 57' OFFICE COPV P_ ,vy 'otC:apc Canaveral E: 1 1-,-[D FOR (QNSTkU( [1 14 MITNo,._l7 Rewlew o(th s plan snotaut ionae vtolahon any l al, state or federal codes, ordinances or statutestillft V, _".W asPoncofipt,auV 11'4 17' 15'8 4' 4'6 —6'10 - DBL 26 WINDOW top at 8' SI 26 SH WINDOW 10'4 PORCH 81 IR 14' 2 O --- 28 8 BUT -ED GLASS NorE SILL 32"AFF o0 FR DRBOTOFHEADERB' AFF ALL HTS FR N FLAT 9'4 CEILING O o MASTER BEDRMMAINSLABS]RAPHEADER T0, r TRUSSESABOVE 6' FLAT 94 CEILING 6 WALL WALL 7r$ oo s t O WP 4'10 STEP UP BLK WL TO 11' AFF Lr N NO BEARING ON BUTTED GLASS HEADER BOX FRAME SLIDING DR 6 WALL TRACK a ToAR TV I 12080 co FLOODS Coax PLANT SH 12'1 1'4 1 ' - 1 light) fan light P NTS S 00 fan O 00 ` 1 N FLAT 11' CEILING GREAT RM 411 - 6° wt/ 42' Coax uJ 0 HIGH DWfanWO _ BART 4 z 12LU m R 4 — right HZ O o atLuv5 'o 4:4 ]/, 06 Z> N O - 67 R I KITCHEN O Y CLOSET O J OFwco PIH FLAT 1 1" CEIL G - WTZ 13'2- 1- POOL EQUIP PREWIRE c 14' 1I -- 12'6 8 3' eyebr passage B'h 1 SH 010 1010 W 1 s WALK-IN o 0 :;T 0 is T 36— 14- 1?0, ph lackIorSCCp^ PI'S 6" a (f `-- 4 a L 1 SH 0 GFC 1 SH 6 _- 2668 16'8 240v RE P I 4" M BATH - Fc S 5' wide eyebr arch. bottom IP cooktop-overs with E ( FLAT 9'4 CEILI G 068 0 3'4 8' afftop of arch 10' aff 1 O &.1 20v LIN I c 4 -_ __ mcrowave cYTk F od 22.5 x 36 comb (y attiq access fan - - 1 - R R -- e n w pF light O 4., --- n 26 1'1 0 -' .- — 2'tem 1 - 3 LAUN TSB recessed glas drlight , A shower 2x4 tub TUB 1 668 - ' ' 1, LAU N platform 4 NJ round 12" 00 open eyebr arch. FLAT 9'4 CEILING 20" high R L0 top of arch 10' aff N R valve L0diadeco6" N R J,col 8'h _ m 51 s head 5 SH 3 glass pane s head 1 on 32" h wall 00 00 4 00YPFVNTRY o —- FLAT 11' CEILING - E - 4' I C open eyebr arch. 4• RA AIR 22 11 7'8 light FOYER top of arch 10' aff 5 SH 3 DUCT HAND WH 206 bot of arch 9'aff - - fan 3068— FLAT 9'4 CEILING - I 12X12 box dDWn r Z pa orm 4" - SH 3 10' 8ry R -FLOODS to col top . BEDROOM 3 -FLOODS open r Dryer vent in wall F -GAR LIGHTS plo " w z a H Oin ELEC 1' 1 SH 4 14 - / 12 9' 8 PANEL n m N f CLOS T _ D D O O 68X20 colonial pane DINING L C above dr and side Its FLAT 11' CEILING ! Z 00GARAGE 13,4 _ 3 _ . , \ (y) Frame ID Support _ Supporl bJ FLAT 9'4 CEILING a4a S BLK HV of SVHO DV OA Ile1sui OS P A017Z NCIO bIV pedOle gxq WP 4x4lconc pad Win above GFCI 42"AFF WPcr-cl 227colonia) pane, Top N- GAR DR(( c- R ''aff OPENER 1 t aFCIPORCHofwindow9zAFFI' sA\ - d 1I 4' 10 jRECEPTLo \ 42— — 42 — _' 3'8 —ol DBL 2X12 WD BEAM, TOP OF BEAM 13 11' AFF MAIN SLAB, 24" AFF BLK KNEEWL W 814 AFF MEANS ABOVE FINISH FLR (O26colonial #5 REBAR DOWEL EA — — — — — — — — — — -- CELL I ELECTRIC METER pane egress. - _ - - -- -- -- -- _ - _ _ - _ _ _ I d- LOCATIONS SHOWN 26 c0 sal Top Of WindOW _ ARE APPROXIMATE. pang ., gress. 8' aff n _ _ -_ ' _ — _ - 24" AFF BLK ,NEE -L W #5 - - -- - - VERIFY ACTUAL REBAR DOWEL EA CELL - METER LOCATIONS To f window 16 x16 \ IF IRR) WITH POWER 8 1 4 1 4 6 1 4 7 1 yenfy U CORNER BLK COMPANY BEFORE I I or time INSTALLING WALL 10' AFF SEE PORCH ELEV VIEW FOR COLUMN HEIGHTS. \ typ blk wl reinf SEE SECTION VIEW FOR DETAILS Coll METERS OR SERVICE LINES. w #5rebar 19, ( 9 I I bibe quaint AZALEA I -- -- -- --- FLOORPLAN 1/4" = 1'0 610.80- 3'4 — 16' 3'4 — 8'4 7' 19' — 22'8 I 57'' o ON ZINE2p13 J,O, y70 WALL KEY 2X4 NON-BEARING WALL U 2X6 NON-BEARING WALL 2X6 BEARING WALL 2X4 BEARING WALL 9'-4" HIGH BLOCK WALLS 11' HIGH BLOCK WALLS I 1211 OVER HANG PRIMARY CONNECTION SCHEDULE for continuous load path connections only SIMPSON OR ALTERNATE CONNECTORS MAY BE USED (SUBJECT TO ENGINEER APPROVAL) make use type attach with connected items uplift max wall type USP 4 ea post mtw12 14 10d x 1-1/2" post to beam 4020 per 4 post&bm USP 1 per post WIND DESIGN ULTIMATE WIND SPEED 150 MPH, NOMINAL 124 MPH 14 16d x 1-1/2" 6x6 pt posts to footing or pad 2595 post&bm ROOF UPLIFT -37.25 PSF THIS STRUCTURE DESIGNED AS ENCLOSED shutters or impact glass reqd. SIDES -31.93 PSF LEEWARD -27.49 PSF and 2 1/2"bolts COMPONENTS AND CLADDING DESIGN PRESSURES WIND PRESSURES PSF MAX FOR OH DOORS 22.80 -25.80 post&bm USP 1 ea rafter end rt4 14 1 Od x 1-1/2" rafter to beam or wood wall 410 wd frame USP i ea bm brk Lsta15 12 1 O x 1-1/2" beam break over post (install horiz) na wd frame USP i hcdp 8 8d com ea truss or rafter to wood beam or ledger 495 wd frame USP 1 hcdp 8 8d com ea truss or rafter to top plate 495 wd frame USP 1 hcdp 8 8d com ea truss or rafter to wood beam or ledger 495 wd frame Design conditions may require additional or alternate connectors not shown here. truss to truss connections to be specified by truss cc USE 2'' USP or equiv washers on all bolt assemblies specified Inc j -bolts and wedge anchors ALL EXPOSED FASTENERS AND CONNECTORS TO BE HOT DIPPED GALV STEEL THIS INCLUDES NAILS. SCREWS, BOLTS AND ANY OTHER FASTENERS OR CONNECTORS VISIBLE ON EXTERIOR SURFACES. SEE FRAMING PLAN AND DETAILS FOR ASSEMBLY INSTRUCTIONS TRUSS OR RAFTER CONNECTION SCHEDULE for direct truss (or rafter) to building connections only SIMPSON OR ALTERNATE CONNECTORS MAY BE USED (SUBJECT TO ENGINEER APPROVAL) USE UPLIFT TO MATCH PROPER CONNECTOR TO ROOF MEMBERS manufacturer qty type attach with connected items uplift max wall typ USP 1 to 20 8 1O x 1-1/2" truss or rafter to lintel or bond beam 1055 block USP 2 to 20 16 1O x 1-1/2" dbl 2x12 wd beam to lintel or bond bm 2110 block USP 2 to 20 16 10d x 1-1/2" girder truss to lintel or bond beam 2110 block USP 2 HTA 20 24 1O x 1-1/2" girder truss to lintel or bond beam 2630 block USP 1 mtw16 14 10d com ea truss or rafter to top plate 935 frame lUSP1mtw16410dcomeatrussorraftertowoodbeamor edger 935 frameae ta20 is 1" wide> <HTA 20 and mtwl6 are 1 1/4" wide> Design conditions may require additional or alternate connectors not shown here truss to truss connections to be specified by truss co Minimum 6" embedment in cont/grout for block wall type truss connectors MISC CONNECTOR SCHED for bearing components, frame walls and wood beams USE 2" wsh type USP or equiv WASHERS ON ALL BOLT ASSEMBLIES SPECIFIED I -bolts and wedge anchors manufacturer qty type attach with connected terns uplift max wan type Od x 1 / o I d 1465USP1spth42112" top plate to studs frame P 1 s th4 2 10d x 112" bottom ate to studs 1465 frameUSpp USP 1 ab 1210 1/2"x10" pbolt bottom plate to foundation 2000 lbs frame USP or wedge anchor 24'' oc USP 1 ab 128 1 /2"x8" j -bolt frame wall to block wall vertical na frame USP or wedge anchor 24" oc frame Design cond+tions may require additional or altemate connectors not shown here. NAILING SCHEDULE for wood framing, roof and wall sheathing, floor decking Meets or exceeds FBC requirements nominal sizes below category qty spacing fastener items nailed together 1st item 2nd item non bearing wall 2 equal 16d com top plate to studs 2x4 2x4 non bearing wall 2 equal 16d com bottom plate to studs 2x4 2x4 non bearing wall 2 ea truss 16d com top plate to truss bottom 2x4 2x4 bearing wall 4 2per side 8d com stud to bottom plate toenail 2x4 2x4 bearing wall 2 equal 16d com top plate to studs 2x4 2x4 bearing wall 2 equal 16d com bottom plate to studs 2x4 2x4 bearing wall 2 16" oc 16d com bottom plate to joist face nail 2x4 typ joist bearing wall 2 24" oc 16d com double studs face nail 2x4 2x4 bearing wall 2 16" oc 16d com double top plates face nail 2x4 2x4 bearing wall 2 equal 16d com top plates laps and Intersections 2x4 2x4 bearing wall 1 16" oc 16d com double header nail along ea edge size for span/load bearing wall 2 16d com built up corner Studs 2x4 2x4 bearing wall 1 16" oc 7d cut nails bottom plate to slab/foundation 2x4 cont bearing wall 2 32"oc 20d com 3 layers bm stagger nails top & bottom size for span/load floor framing 3 equal 16d com joist to band joist face nail size for span/load floor framing 2 equal 8d com bridging to joist toenail ea end x2 typ joist floor framing 6" oc Bd com band joist to sill or top plate size for span/load ceiling farnmg 3 equal 16d com telling joists lap over partitions size for span/load floor deck 2 equal Bd ringshank 1 x6 or less subfloor nail to ea joist size for spanlload floor deck 6" oc 8d ringshank 518" nominal wood structural panel 4ft x 8ft typ joist floor deck 6" oc 8d ringshank 314" nominal wood structural panel 4ft x 8ft typ joist wall sheathing 6" oc 8d com 1/2" nominal wood structural panel 4ft x 8ft typ stud roof decking 6" oc Sd ringshank 1/2" nominal wood structural panel 4ft x 8ft typ truss ADDITIONAL NAILING MAY BE USED TO MEET WINDLOAD REQUIREMENTS CONNECTOR NAILING REQUIREMENTS LOAD VALUES DEPEND ON SIZE AND NUMBER OF NAILS PER CONNECTOR. A 10D TO 16D NAIL PROVIDES UP TO 116 LBS OF (HOLDING STRENGTH AN BD NAIL PROVIDES UP TO 45 LBS THE NUMBER OF NAILS IN A CONNECTOR TIMES HOLDING STRENGTH per nail DETERMINES APPROX STRENGTH OF CONNECTION TEN 16D NAILS PROVIDES APPROX 1160 LBS OF STRENGTH Or ten times 116LBS per nail = 1160 LBS Variances occur due to connector design strength and steel thickness, wood type and strength, nailing patterns and type of loading REFER TO MANUFACTURER TABLES AND FASTENER GUIDES FOR MORE ACCURATE NFO DOUBLING OF CONNECTORS GIVES DOUBLE THE STRENGTH, provided the connectors do not overlap and the nailing does not split the wood TEXTURED SHINGLES 6/12 ROOF PITCH ENTIRE ROOF TEXTUREDEXTURED SHINGLES J— — —Y - Wil.-- L. I I PROJECT DATA SUMMARY RESIDENTIAL – DESIGN FOR PROTECTED OPENINGS, 150 MPH Hurricane Resistant Construction for Wind -Borne Debris Region. APPLICABLE CODES', RESIDENTIAL CODE: FI Building Code, Residential 2010 Includes Mechanical, Plumbing, Accessibility, and Energ ELECTRICAL CODE 2008 National Electrical Code FIRE CODE, Florida Fire Prevention Code STRUCTURALFORCES SOIL DESIGN 2000 PSF ASSUMED FLOOR DESIGN LIVE LOAD 40 PSF OR AS PER TRUSS DESIGN BY OTHERS DEAD LOAD 30 PSF OR AS PER TRUSS DESIGN BY OTHERS per FBC 1606) ROOF DESIGN LIVE LOAD 16 PSF OR AS PER TRUSS DESIGN BY OTHERS DEAD LOAD 25 PSF OR AS PER TRUSS DESIGN BY OTHERS per FBC 1607 11) WIND DESIGN ULTIMATE WIND SPEED 150 MPH, NOMINAL 124 MPH WIND EXPOSURE D within 600 It of open water (5000sf sa) per fbc 2010 INTERNAL PRESSURE COEFFICIENT .18 (ENCLOSED) shutters or impact glass re d. BUILDING RISK CATEGORY II MAIN WIND FORCE RESISTING SYSTEM all loads in PSF ROOF UPLIFT -37.25 PSF THIS STRUCTURE DESIGNED AS ENCLOSED shutters or impact glass reqd. SIDES -31.93 PSF LEEWARD -27.49 PSF WINDWARD -35.48 PSF COMPONENTS AND CLADDING DESIGN PRESSURES WIND PRESSURES PSF MAX FOR OH DOORS 22.80 -25.80 MAX FOR SLIDING DOORS 36.20 -45.70 MAX FOR ALL OTHER DOORS 38.70 -50.50 MAX FOR WINDOWS 40.50 -54.20 FCR SHINGLE RIDIP A1L EA SH:NG'_E WITa A MIN OF 6 GAL`, -2 GAGE F METAL PANEL ROOF -SE MANUFACTURER REQUIREMENTS FOR ROOFNG NA -S DRIVEN A MIN OF 14 )1T:1 h1 711E ROOF DECK T7 FASTENERS USE APPROVED CANE'L SYSTEM'O MEET WIND(OAD MEET WINCI_OAO REOUIREME'JTS REO,:REMEN'S IF TORCH -DOWN USE MANUFACTURER FASTENING & NSTALLA' JN SVS'EM TC MEET MNDLOAD REOU REMEN'S RCnF - n,AlL yn INSTRUTICONS ARC PRCVIDEDIN ATTACAFE) ROOF DIAPHRAGM DETA)i WINDOW AND DOOR ANCHORING AS PER MA!, UFACTURER REOuIREMEN-3 IF RIGID TILE ROOF USE FBC 1609.5 3 REQUIREMENTS FOR INSTALLATION 6/12 ROOF PITCH ENTIRE ROOF LEFT ELEVATION 3/16"=1'-011 1;1,1 0 fi,a 0 0 9,9,x;0 4, RIGHT ELEVATION 12" OVER HANG 12" OVER HANG STUCCO 3/16"=1'-011 TYP ROOF DIAPHRAGM FCR FULLY ENCLOSED STRUCTURES NTS WINDBORNE DEBRIS PROTECTION WINDBORNE DEBRIS PROTECTION SUPPLIED SHALL BE UNLESS SPECIFIED OTHERWISE PRE-CUT, PRE -DRILLED, WOOD STRUCTURAL (PANELS (PLYWOOD) MIN 7/16" THICK WITH A MAX SPAN OF 8 FEET. CORROSION RESISTANT 1/4" LAG SCREW BASED ANCHORS SHALL BE PERMANENTLY INSTALLED ON BUILDING TO ACCEPT PANELS (16" OC W/2" EMBEDMENT) FOR ALL NEW WINDOWS AND DOORS, 1W DECKING NOTES O INSTALL 4 X 8 1/2" NOM CDX PLYWD DECKING AT RIGHT ANGLES TO ROOF TRUSSES/RAFTERS BELOW O MIN PLYWOOD WIDTH IS 12" O STAGGER END JOINTScenteredoverframing member INSTALL STEEL H -CLIP BETWEEN EACH UNBLOCKED PLYWOOD SEAM NAILING SCHEDULELE O NAIL DECKING 6" OC AT EDGES AND INTERIOR WITH 8D RINGSHANK NAILS NAIL DECKING 3" OC AT SUB FASCIA AND CORNERS AND AT HIPS WITH 8D RINGSHANK NAILS ONAIL DECKING 4" OC AT VALLEYS AND GABLE ENDS WITH 8D RINGSHANK NAILS 2X4 BLOCKING NOTES INSTALL 2X4 BLOCKING AT GABLE END JOINTS 48" OC MAX EXTERIOR WALL SHEATHING EXTERIOR WALL SHEATHING IS DESIGNATED ON DETAILS 1/2" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. 1/2" (NOMINAL) OSB 4 X 8 SHEETS MAY BE USED IF DESIRED. (NAIL 6" OC W 8D COM NAILS.) 6/12 ROOF PITCH J_-- ENTIRE ROOF TEXTURED SHINGLES OFF -RIDGE VENTS_.- I i it 1 o ERS O A TuN 2p13 Ia 20 12" OVER HANG 2 layer 2x12 wd beam LAP SIDING FRONT ONLY REAR ELEVATION 8"band w 2"reveal 8x16 block base 16x16 block column 1/4" 1I -Off 6X6 PT POSTS QUAINT AZALEA Iot4 FRONT ELEVATION 6/12 ROOF PITCH ENTIRE ROOF TEXTURED SHINGLES VERT GROOVE STUCCO 1211 OC 1/4 "=1 '-0" 1211 OVER HANG 19, ROCKLEDGE, FL 32955 SLAB AND FOOTING NOTES: SLABS SHALL BE A MIN OF 4" THICK CONCRETE, USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE. CONCRETE SLABS AND FOOTINGS SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM, AND SHALL BE PROPERLY MIXED, PLACED AND CURED. MINIMUM CONC LAYER PROTECTION OF REINF SHALL BE 2" FOR WALLS and SLABS and 3" FOR STEM WALLS AND FOOTINGS. FOR FOOTING SEE FOOTING DETAIL FOR DIMENSIONS. ALL CONCRETE FOOTINGS SHALL HAVE A MINIMUM OF 2 # 5 STEEL REBAR CONTINUOUS AND A #5 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS. FOR BLOCK WALLS AT EACH GROUTED CELL LOCATION INDICATED ON FLOORPLAN EMBED A vertical 45 REBAR DOWEL WITH BOTTOM BEND 6" DEEP INTO FOOTING AND LEAVE A MIN OF 25" VISIBLE ABOVE SLAB LEVEL. THE NEW SLAB AND FOOTING GROUND AREA SHALL BE EITHER UNDISTURBED OR COMPACTED SOIL, FREE OF IMPROPER DEBRIS, MUCK OR OTHER UNDESIRABLE MATERIAL AND PROPERLY PREPARED. SOIL SHALL BE TREATED WITH AN APPROVED TERMITICIDE BY A LICENSED PEST CONTROL COMPANY PRIOR TO PLACING VISQUEEN OR CONCRETE. USE .006 MILL VISQ OR OTHER APPROVED VAPOR BARRIER BETWEEN SOIL AND CONC SLAB. EMBED #5 REBAR DOWELS w std bottom bend A MIN OF 6" DEEP INTO FOOTING AT ALL GROUTED CELL LOCATIONS INDICATED ON FLOORPLAN, ALLOW MIN 25" VISIBLE ABOVE SLAB. 4" TI -AK CONC.SLAB with 6x6 WWF OR FIBERMIX CONC. SLAB. 006 MIL VISQUEEN vapor bar - under slab. 16" deep CLEAN FILL DIRT COMPACTED OR - UNDISTURBED SOIL BASE UNDER 20" X 20" SLAB and FOOTINGS, termite preventive treat soil. TYP PORCHTYP 3000 PSI (MIN) CONC FOOTING W 3 # 5 STL ftg 8 BLOCK REBAR EA WAY,. COLUMN PAD CONDITIONS FOR THE USE AND REPRODUCTION OF THIS ORIGINAL PLAN: THIS PLAN MUST BE THOROUGHLY REVIEWED FOR ACCURACY BY BOTH BUILDER AND OWNER AND ALL SUBCONTRACTORS AND SUPPLIERS BEFORE COMMENCING CONSTRUCTION, SITEWORK OR ORDERING MATERIALS. ANY PLAN DEFICIENCIES, ERRORS OR OMMISSIONS REQUIRE BUILDER OR OWNER TO NOTIFY THE DESIGNER OF SAME BY CERTIFIED MAIL (TO CORRECT ORIGINAL DRAWINGS) FAILURE TO NOTIFY DESIGNER (PRIOR TO ANY CONSTRUCTION COMMENCING ON PROJECT) OF THE ABOVE ITEMS SHALL INDEMNIFY DESIGNER FROM ALL LIABILITY IN REGARDS TO SAID ITEMS. NOTICE IS HEREBY GIVEN TO BUILDER AND OWNER THAT THE DESIGNER IS NOT AN ARCHITECT OR ENGINEER AND IS NOT RESPONSIBLE FOR ANY PROJECT OVERSITE OR STRUCTURAL DESIGN PROBLEMS THAT MAY OCCUR, ALL DETAILS, NOTES STRUCTURAL DETAILS AND DRAWINGS SHALL REMAIN THE COPYRIGHTED PROPERTY OF THE DESIGNER, USE OF THIS PLAN OR ANY COPIES OF THIS PLAN (OR PORTIONS OF THIS PLAN)WHETHER ALTERED OR UNCHANGED IS GRANTED BY DESIGNER, ONLY TO THE ORIGINAL PURCHASER FOR THE CONSTRUCTION OF ONE STRUCTURE ONLY, THIS FLOORPLAN MAY HAVE BEEN DESIGNED FROM IDEAS, SKETCHES OR PHOTOS FURNISHED BY THE OWNER OR BUILDER TO THE DESIGNER, NONE OF THE INFORMATION FURNISHED TO DESIGNER APPEARED `O BE COPYRIGHTED, OWNER AND BUILDER AGREE TO INDEMNIFY DESIGNER AGAINST ANY LIABILITY REGARDING COPYRIGHT ISSUES FROM THEIR USE OF OR REPRODUCTION OF THIS ORIGINAL PLAN, USE OF THIS PLAN BY BUILDER OR OWNER AFFIRMS THEIR AGREEMENT AND COMPLIANCE WITH THE CONDITIONS AND TERMS CONTAINED IN THIS NOTICE. o ERS N 7'0y?J3 2 3 TVP 12" X 10" J-BD—_TS EMBEDDED 7" DEEP INTO FOOTING EA 4" ALONG PERIMETER WALL IF SHEARWALL SEGMENT DECREASE BOLT Sr aCltiG TO 21" OC 4" THK CONC SLAB Of, 616 vVrN7 GR FIBERMIX CON— 5' AE La06 Put vl.IOIIEEli apo' oa ender'1'' _ 2' d ep 2"woo T -FAN "ILL DIRT C1i;r.,aP4CTED TYP 35UC PSI (MIN) CCNC OR UNDISTURBEr IL BASE OUTING 'N2 # 5 S1,. J'iCER SLAB a,,d V NGS RE5AR CONTINJ—JS MIN mit p c :.rti ,a 1 .i1 26' i.APS BELL FOOTING NCTE UNDER 257ORY ftg 3 for interior HALLS INCREASE FOO -NG da*'z ae pwS2ETblWOODWALLco3 #a re,bar cont P 1'2 X 1C -8CLI 'Bc DE " DE P 1470 FOOTING EA 24" UNC FRItiIETER AA IE1R FGMF_ I EC,REA E _BOLT SP"-. 'K, TO 21 r' - 4 YHK a4e SLAB. n s,s e^'o F Stec OR 17 BEPM X C'.ON( >L-13 do "n at Garage 006 MIL VISOU EEN _--_----. vaporbw antler slab ----- - ---.. LEAN Fl LL DIRT CMPACTED OR UND'S7URBED SC BASE UNDER - 12" undo SLAB and "OUTINGS tc, rote psevenC e treat sci' i gar w II I. on-be3.rrg TYP 2 "C P,vl (MIN' CONC1s^ 6" x 6 h ckened FOOTING N. 2 it 5 STL REBAR edge ,v 1 # 5 r=bar CONTI^4JOU5 M:.N 2511 -APS interior garage "ROTE UNDER 2 STORYftgMONO -FOOTING VAI LS INCIREASE FGCTNG 3 A S2E TO 70"-dox +2' deeo w i^ for wood wall ,s rebar e;,t EMBED #5 REBAR DOWELS w std bottom bend A MIN OF 5" DEEP INTO FOOTING AT ALL GROUTED CELL LOCATIONS INDICATED ON FLOORPLAN. ALLOW MIN 25" VISIBLE ABOVE SLAB. HOLD IN 4'" FROM EDGE. 4" THK CONC SLAB with 6x6 WWF OR FIBERMIX CONC. SLAB, 006 Mit VISQUEEN vapor bar 16" deep under slab. CLEAN FILL DIRT COMPACTED OR 12" wide UNDISTURBED SOIL BASE UNDER SLAB and FOOTINGS termite preventive treat soil MONO -FOOTING TYP 3000 PSI (MIN) CONC for 1 -STORY FOOTING w2 # 5 STL I ftg 4 REBAR CONTINUOUS. MIN block wall 25" LAPS EMRED #5 RESAR D )L 4ELS , aid bottom bend A rplN Or 7EEP INTO rO(D-i'4G AT ALL GROUTED CEsL LOCA T'ON S IntLK 1 rEC ON FL.00PFLAN ALL.-,-' MIN 25"', r, B'_E 430 E `;LAS -1OD IN 4' r:ROlat E-DGE. 4 ThK CONC SL4 ..xh 6,6'14 .^,`E Ql'611L'i'S9l, BEN _.r ba' _ deeo ab C'-EAN FILL DIRT COMPACTED OR ,2",Mde UNDIS T U RBE'_1 ISOil- BASE UNDER SLAB a -d FCOTiNG3 tem,ta pe-srrh•.e treat soil MONO- FOOTING for CON— 'OOT 4c rd2 GARAGE 1 -STORY # 5 STL REBARftg _ONTiNU JS h; W block wall 25' LAPS WEATHERPROOF BOOT ALL VTR'S 2„ 3" 2" SHWER 2" Eli Li 3" ROOF LEVEL VAN 2„ CLEANOUT 3" KITCHEN 3„ SINK TUB We we LAUN SINK 3 2" 3" 3" TUB WASHER 3" 3" SLEEVE AT FTG TO SEWER/SEPTIC PLUMBING RISER DIAGRAM NTS KI WIN. ftg-4 for 1 stry blk wl 17'8 RECESS 1 AT SLIDER M IMPORTANT NOTE: see piumoing note at ea a VT page. FBC PLUMBING CODE INFO P3005.2.2 horiz drains cleanouts not more than 100 ft apart. P3005.2.6 provide cleanout at base of ea sail stack P3005.2.4 one cleanout ea 40 ft if more than 1 direction change P3005.2.7 install cleanout near building / sewer drain junction 57' 28'8 — DROP SLAB 4" 24- 8 ftg-4 i for 1 stry blk wl Bath location -see CHECK FLOORPLAN FOR DOWNDRAFT floorplan COOKTOPS, ISLAND ELEC AND OTHER ITEMS REQUIRING UNDER SLAB INSTALLATION. Hold rebar dowel in 4 from edge of all unshaded exterior footings ftg -3a gar int DOORWAY wd wl ftg-4 ;7 I for 1 stry 11 blk wl WIN. _7 d' Cftg blk col pad 8'4 7' 6' WIN. 10'4 DROP SLAB 4" REBAR DOWEL NOTE: EMBED #5 REBAR DOWELS WITH 10" BOTTOM BEND A MIN OF 6" DEEP INTO FOOTING AT ALL GROUTED CELL LOCATIONS INDICATED ON FLCORPLAN. ALLOW A MIN OF 25" VISIBLE ABOVE SLAB. HOLD IN 4" FROM OUTER EDGE, UNLESS OTHERWISE NOTED. FOOTING NOTE: TYP-12" WIDE X 16" DEEP 3000 PSI MINIMUM CONCRETE FOOTING W 2 # 5 STL REBAR CONT. MIN 25" LAPS. NOTE: UNDER 2 STORY WALLS INCREASE FOOTING SIZE TO 20"wide x 12" deep w 3 #5 rebar cont. LLJ 57' GI. 4' WIN. to WIN. SLAB ;UT EXP JOINT ftg-4 for 1 stry blk wl ftg-4 for 1 stry blk wl Bath location -see floorplan Imo- 3'2 8'2 N Recess shower 4' O 5' 0 ftg-3a 1018 gar int wd wl 11'4 C WIN. DROP GARAGE SLAB 2" I AND SLOPE TO 4" TOTAL DOORWAY DROP AT OVERHEAD GAR DR ftg-5 for gar 1 stry blk wl TYP 7-1/2" WIDE ftg-5 LEVEL CURB for I block gar walls for gar 1 stry blk W1 BEVEL OR RECESS AT GARAGE DR 16' 22'8 c N FOUNDATION PLAN 1/4 0 Verity all dimensions with floorplan ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL WITH SUPPLEMENTS FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR PLUMBING. Harold F. Bergsten, JA., RL+. 14363 Wingroot RDS Or 3Q Ff 1 1+ ` 0 I ' 1 S14O BLOCKSHEARWAL` OF&//C,4 SEGMENT FROM GROUT FILLED C CELL ITUTES A STRUCTURAL SHEARWALL. WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS SLAB NOTES 4" THICK 3000 PSI CONC MIN. CONCRETE SLAB WITH 6 X6 1010 WWF REINFORCING OR FIBERMIX AND .006 MIL VISQUEEN OR OTHER PROVEN VAPOR BARRIER OVER TERMITE TREATED SOIL. DROP SLAB NOTES IN GARAGE DROP SLAB 2' AT STEP DOWN AND SLOPE DOWN TOA TOTAL DROP OF 4" AT OH GAR DOOR BEVEL OR RECESS SLAB 1%2" UNDER GAR DOOR.. ON PORCH SLABS DROP 4" AND SLOPE 1/2' TO OUTSIDE EDGE. CHECK FLOORPLAN FOR ANY HANDICAP PROVISIONS THAT OVERIDE THESE DROPS. CURB NOTE: IN GARAGE INSTALL 7 1/2" WIDE LEVEL CURB FOR BLK WALLS AND 6' WIDE LEVEL CURB FOR EXTERIOR WOOD FRAME GARAGE WALLS. INSTALL SIMILAR CURBS AT RECESSED SHOWERS ALONGSIDE EXTERIOR WALLS. FOOTING NOTES MINIMUM 3000 PSI CONCRETE FOOTINGS. PLACE # 5 REBAR CONTINUOUS IN BOTTOM OF FOOTING. OBTAIN REBAR COUNT FROM TYP FOOTING DETAIL. LAY REBAR HORIZONTALLY ON WIRE CHAIRS IN BOTTOM OF FOOTINGS. MAINTAIN MINIMUM LAP OF 25" AT ALL SPLICES, WIRE TIE ALL LAPS, PLACE 1 #5 CORNER BAR AT EA EXTERIOR FTG INTERSECTION BLOCK WALL REBAR NOTES EMBED #5 REBAR vertical DOWEL with standard bottom bend A MIN OF 6' DEEP INTO FOOTING AT ALL GROUTED CELL LOCATIONS INDICATED ON FLOORPLAN. ALLOW A MIN OF 25" VISIBLE ABOVE SLAB. HOLD IN 4' FROM OUTER EDGE REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS, WALLS, CONCRETE BEAMS. AND COLUMNS. MIN 2" CLEARANCE FROM ALL REBAR TO EDGE OF FOOTING OR SLAB. NOTIFY BUILDER OF ANY DIMENSIONAL ERRORS BEFORE FOOTING DIG -OUT. BOLT EMBEDMENT IN EXTERIOR BEARING WOOD FRAME WALLS TYP 1l2' X 10" J -BOLTS EMBEDDED 7" DEEP INTO FOOTING EA 24" ALONG PERIMETER WALL. ALSO PLACE ONE BOLT 8' FROM EACH CORNER. NO REBAR IS TO BE VISIBLE ABOVE SLAB TOP IN FOOTINGS FOR FRAME WALLS SOIL PREPARATION NOTES SOIL AREA UNDER FOOTINGS SHALL HAVE A MIN OF 2000 PSF BEARING CAPACITY. SOIL AREAS UNDER BUILDING AND 5 FT BEYOND SHALL HAVE ALL VEGETATION, STUMPS AND ORGANIC DEBRIS REMOVED, ADDED FILL SHALL BE CLEAN, GRANULAR AND PROPERLY PLACED, LEVELED, AND COMPACTED PLUMBING RISER NOTES ALL PVC WASTE LINES, MINIMUM 118" PF SLOPE, INSTALL SLEEVE AT EACH EXTERIOR FOOTING INTERSECTION. INSTALL CLEANOUT NEAR HOUSE WALL AND AT GRADE LEVEL ABOVE SEWER CONNECTION. NOMINAL VENT AND LINE SIZES SHOWN MAY BE MODIFIED BY PLUMBING CONTRACTOR, INSTALL SOFT METAL WEATHERPROOF BOOTS ON ALL VENTS THROUGH ROOF. QUAINT AZALEA MODEL FOR LOT 4 PROJECT SF CALCS 2063 TOTAL sf AC SP 494 Garages 350 R porches 102 Fporch 3009 TOTAL SF under roof PROJECT ADDRESS: LOT 4 COCOA BEACH SUBDIV BUILDER TURNKEY CONST. PH 403-3263 DATE DRAWN MAR 24 2013 REVISION DATES. NEW SINGLE FAMILY HOME QUAINT 2063 AZALEA LOT3 This plan, plan notes border notes and all pages are copyrighted 2010 by Griffith Plans. No portion may be reproduced or copied in any way without priorwritten permission from Griffith Plans. AIt rights are resorved and will be protected and enforced in the event of violation. PG 3 OF 4 SLAB, FOUNDATION & FOOTING DETAILS PLUMBING RISER DIAGRAM TYP RnnF rnVFRING PRE-ENGINEERED WOOD TRUSSES 2' OC. (BRACE INSTALL AS PER TRUSS CO INSTRUCTIONS) TYP ROOF DECKING IS 1/2" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. STAGGERED EVERY OTHER ROW (NAIL 6" OC W 8D RINGSHANK NAILS.) gable ends nail 4" oc back to first 2 trusses. GALV STL NUR STRAP EMBEDDED 6" INTO LINTEL BEAM FASTEN STRAP TO TRUSS WITH REQ NAILS, LAP STRAP OVER TRUSS AND NAIL v v EA SIDE. see connector schedule v TYP DRIP, SOF AND v v FASCIA 1/2" CB DRYWALL SCREWED TO TRUSS BOTTOM CHORD LINTEL U -BLOCK W 1 BOLT 2 X 6 OR LARGER pressure treated WOOD BLOCK - # 5 STL REBAR VERT AT CENTER OF EA GAR DR OPENING. USE 1 7 ~CONTINUOUS MIN 1/2"X 8" J -BOLT W 2" WASHER.25" LAPS ON ALL REBAR. BOLT 2 X 6 PT WOOD VERT AT SIDE OF EA GAR PRECAST GAR LINTEL W 1 # 5 STL REBAR INDROPENING, BOLT EA 2x6 WITH FOUR 1/2''X 8" GROUTED TROUGHJ -BOLTS W 2" WASHER. ALLOW REVEAL FOR STUCCO AT DOOR OPENING\a ( OVER GAR DR SEE FLOORPLAN FOR SPECIFIC WALL HEIGHT. CONNECTOR NOTES REFER TO CONNECTOR SCHEDULE FOR REQUIRED STRAPS, SIZE AND SPACING FBC REQUIRES ALL CONNECTORS TO MEET WIND LOADING AND CONTINUOUS LOAD PATH REQUIREMENTS from footing to roof GARAGE WALL SECTION not to scale detail 10 1/2" (NOMINAL) TYP FIBERGLAS OPENING) SHINGLES OVER/ X 8 SHEETS. 30LB ASPHALT FEL fi TYP 8"x 8"x16"CMU EVERY OTHER v v BLOCK LAID UP IN 2X8 RIDGE BD v v PRE COMMON BOND W HIGH ENGINEER exp bolt WOOD TRUSSES 2' \ \ STRENGTH MORTAR. 7-1/2"WIDE INSTALL AS PER v 1# 5 REBAR DOWNROD SEE RAISED LEVEL INSTRUCTIONS) /INSULATION MIN VERT) IN EA GROUT FOUNDATION CONC CURB STRAPPEI TO LINTEL REBAR FILLED CELT_ (INDICATED PLAN FOR TYPICAL UNDER INTERSECTING Side View not to scale ON FLOORPLAN). ALL SLAB AND ALL GARAGE INSTALLED INSIDE BL, DO NOT USE THIS DETAIL UNLESS THIS WALL DOWNRODS TO LAP A MIN FTG DETAILS BLOCK WALLS . T -NAILS 4" O.C. 2' OF 25" ONTO FOOTING larger than 1 sq ft W 1/2" X 6" TRUSS ROOF DOWELS AND TO HAVE Ai LAG-BOLTS use TOP BEND OF 90 REFER TO CONNECTOR SCHEDULE FOR REQUIRED STRAPS, SIZE AND SPACING FBC REQUIRES ALL CONNECTORS TO MEET WIND LOADING AND CONTINUOUS LOAD PATH REQUIREMENTS from footing to roof GARAGE WALL SECTION not to scale detail 10 DEGREES. ALLOW TOP BEND TO LAP INTO THE TOP LINTEL BLOCK, SEE FOUNDATION PLAN FOR ACTUAL FOOTING DE rAIL GALV STL HUR STRAP EMBEDDED 6" INTO LINTEL BEAM. FASTEN STRAP TO TRUSS WITH REOD NAILS. LAP STRAP OVER TRUSS AND NAIL EA SIDE. (EACH CONNECTOR TO MEET WINDLQAD REQUIREMENTS) See Connector Schedule 1/2'' CB iDRYWALL 1" X 2" PT FURRING STRIPS SCREWED TO INSTALLED VERT 2' OC or 16" if TRUSS BOTTOM builder prefers ON INSIDE OF CHORD, BLOCK WALL (LIVING AREA.) INSTALL A CONTINUOUS HORIZ STRIP ON TOP AND BOTTOM OF BLOCK WALL. SEE FOIL BACKED INSULATION FLOORPLAN R 4 2 min FOR SPECIFIC r'ALI_ HEIGHT. 1/2" DRYWALL SCREWED TO FURRING EMBED #5 REBAR DOWELS w std bottom bend A MIN OF 6" DEEP INTO FOOTING AT ALL GROUTED CELL LOCATIONS INDICATED ON TYP 4" THK CONIC FLOORPLAN. ALLOW MIN 25" SLAB on soil base VISIBLE ABOVE SLAB. HOLD IN 4" FROM EDGE. VISQUEEN VAPOR BARRIER OVER TERMITE TREATED SOIL, TYP BLOCK WALL DETAIL detail not to .scale 9 METAL DRIP EDGE. ALUM OR VINYL SOFFIT AND FASCIA 2 X6OR2X4 SUB - FASCIA. CONNECT SOFFITALUM RECEIVING CHANNEL TO WALL W/T-NAILS 16" OC. PLACE SOFFIT IN CHANNEL AND NAIL OTHER END TO SUB -FASCIA W/1-1/2" GALV ROOFING NAILS EA 16" OC I L GROUTED LINTEL U -BLOCK W 1 5 STL REBAR CONTINUOUS W MIN 25" LAPS. TYP 8" X 8" X 16" CMU BLOCK LAID UP IN COMMON LAP BOND W HIGH STRENGTH MORTAR. STUCCO OVER BLOCK 1# 5 REBAR DOWNROD (VERT) IN EA GROUT FILLED CELL INDICATED ON FLOORPLAN), ALL DOWNRODS TO LAP A MIN OF 25" ONTO FOOTING DOWELS AND TO HAVE A 10" TOP BEND OF 90 DEGREES. ALLOW TOP BEND TO LAP INTO THE TOP LINTEL BLOCK. r I \ 5 X 5 CLEANOUT AT BOTTOM OF EA GROUTED CELL SEE FOUNDATION PLAN FOR ACTUAL FOOTING DETAIL TYP #5 REBAR IN TYP LINTEL 1/2" (NOMINAL) TYP FIBERGLAS CDX PLYWOOD 4 SHINGLES OVER/ X 8 SHEETS. 30LB ASPHALT FEL fi STAGGERED EVERY OTHER v v ROW (NAIL 6" OC W 8D RINGSHANK 2X8 RIDGE BD v v PRE NAILS.) ENGINEER exp bolt WOOD TRUSSES 2' \ \ OC. (BRACE & v INSTALL AS PER v TRUSS CO 6"' R-19 \ \ INSTRUCTIONS) /INSULATION MIN DEGREES. ALLOW TOP BEND TO LAP INTO THE TOP LINTEL BLOCK, SEE FOUNDATION PLAN FOR ACTUAL FOOTING DE rAIL GALV STL HUR STRAP EMBEDDED 6" INTO LINTEL BEAM. FASTEN STRAP TO TRUSS WITH REOD NAILS. LAP STRAP OVER TRUSS AND NAIL EA SIDE. (EACH CONNECTOR TO MEET WINDLQAD REQUIREMENTS) See Connector Schedule 1/2'' CB iDRYWALL 1" X 2" PT FURRING STRIPS SCREWED TO INSTALLED VERT 2' OC or 16" if TRUSS BOTTOM builder prefers ON INSIDE OF CHORD, BLOCK WALL (LIVING AREA.) INSTALL A CONTINUOUS HORIZ STRIP ON TOP AND BOTTOM OF BLOCK WALL. SEE FOIL BACKED INSULATION FLOORPLAN R 4 2 min FOR SPECIFIC r'ALI_ HEIGHT. 1/2" DRYWALL SCREWED TO FURRING EMBED #5 REBAR DOWELS w std bottom bend A MIN OF 6" DEEP INTO FOOTING AT ALL GROUTED CELL LOCATIONS INDICATED ON TYP 4" THK CONIC FLOORPLAN. ALLOW MIN 25" SLAB on soil base VISIBLE ABOVE SLAB. HOLD IN 4" FROM EDGE. VISQUEEN VAPOR BARRIER OVER TERMITE TREATED SOIL, TYP BLOCK WALL DETAIL detail not to .scale 9 METAL DRIP EDGE. ALUM OR VINYL SOFFIT AND FASCIA 2 X6OR2X4 SUB - FASCIA. CONNECT SOFFITALUM RECEIVING CHANNEL TO WALL W/T-NAILS 16" OC. PLACE SOFFIT IN CHANNEL AND NAIL OTHER END TO SUB -FASCIA W/1-1/2" GALV ROOFING NAILS EA 16" OC I L GROUTED LINTEL U -BLOCK W 1 5 STL REBAR CONTINUOUS W MIN 25" LAPS. TYP 8" X 8" X 16" CMU BLOCK LAID UP IN COMMON LAP BOND W HIGH STRENGTH MORTAR. STUCCO OVER BLOCK 1# 5 REBAR DOWNROD (VERT) IN EA GROUT FILLED CELL INDICATED ON FLOORPLAN), ALL DOWNRODS TO LAP A MIN OF 25" ONTO FOOTING DOWELS AND TO HAVE A 10" TOP BEND OF 90 DEGREES. ALLOW TOP BEND TO LAP INTO THE TOP LINTEL BLOCK. r I \ 5 X 5 CLEANOUT AT BOTTOM OF EA GROUTED CELL SEE FOUNDATION PLAN FOR ACTUAL FOOTING DETAIL TYP #5 REBAR IN TYP LINTEL 2X6 RAFTERS 2" OC NEW TEX SHINGLES LINTEL MIN 25" BLOCK TOP without prior written permission from Griffith Plans, All rights are LAPS /COURSE Typ 5/8" x 2x4 or6" PLYWOOD, 00 OBTAIN HEIGHT TYP HORIZ #5 REBAR FROM FLOORPLAN wedge co I 2X8 RIDGE BD 00 exp bolt TYP BLOCK I BLOCK solid pour WALL & MORTAR I TYP #5 REBAR DOWN ROD AT DECK, LAGBOLT JOINTS I EA STEP. MIN 10" LAP INTO TYP TRUSBEAM, MIN 25" LAP ONTO GROUT is _ STFROM FOOTING. RAFTEREEL SHADED WIRE TIE ALL DOWNRODS STRAPPEI TO LINTEL REBAR BOND BEP BLOCK WALL STEP-DOWN DETAIL INTERSECTING Side View not to scale 1X4 PT BUCK STRIPS detail INSTALLED INSIDE BL, DO NOT USE THIS DETAIL UNLESS THIS WALL WALL OPENINGS W/2' TYPE IS INDICATED ON FLOORPLAN 6 T -NAILS 4" O.C. 1-3/8" X 4" ALUM HEAD JAM AND SILL EXTRUSIONS (ARCH ALUM SERIES 4000 or equal). ANCHOR WITH 1/4" X 2-1/2" ST STL TAPPER 12" OC TO CONC. OR 2" ST STL SCREWS 12" OC TO WOOD, 1/2" MIN EMBEDMENT OF GLASS IN CHANNEL. USE DOW CORNING STRUCTURAL ADHESIVE SILICONE OR EQUAL 8" BLOCK WALL OR 2X6 WOOD FRAME WALL LO GLASS HEIGHT IS APPROX see floorplan for height PLAN HEIGHT TEMPERED GLASS MIN 3/8" THICKNESS GLASS THICKNESS BASED ON CONFORMANCE TO ASTM C 1048 AND CPSC 18 -CFR PART 1201 BUTTED GLASS DETAIL not to Scale do not use this detail unless detail indicated on floorplan 8 wall heights may vary Conc or see other details for wall block wall sheathing, fasteners, connectors and nailing. Connection of frame wall to Conc Wall not to scale WALL A- tOUTED LINTEL U -BLOCK W t 5 STL REBAR NTINUOUS (UNLESS HERWISE NOTED ON ANS) MIN 25" LAPS ON BAR RECAST LINTEL W 1 # STL REBAR IN ROUTED TROUGH SLUM FRAME NINDOW SCREWED To 1X4 PT BUCK STRIPS PC CONC SILLS YP BLOCK WALL TYP FOOTING. SEE FOUNDATION PLAN FOR ACTUAL FOOTING DETAIL, TYPICAL WINDOW/DOOR LINTEL DETAIL not to scale detail 2 2X6 RAFTERS 2" OC NEW TEX SHINGLES TRUSSES 2' OC without prior written permission from Griffith Plans, All rights are OVER 30 LB FELT OVER Typ 5/8" x 2x4 or6" PLYWOOD, hip) TYP HORIZ #5 REBAR wedge 2x6 pt 2X8 RIDGE BD exp bolt wood BLOCK solid pour DECK, LAGBOLT DOWNROD spaced frame wall TO EA vert 24" OC Connection of frame wall to Conc Wall not to scale WALL A- tOUTED LINTEL U -BLOCK W t 5 STL REBAR NTINUOUS (UNLESS HERWISE NOTED ON ANS) MIN 25" LAPS ON BAR RECAST LINTEL W 1 # STL REBAR IN ROUTED TROUGH SLUM FRAME NINDOW SCREWED To 1X4 PT BUCK STRIPS PC CONC SILLS YP BLOCK WALL TYP FOOTING. SEE FOUNDATION PLAN FOR ACTUAL FOOTING DETAIL, TYPICAL WINDOW/DOOR LINTEL DETAIL not to scale detail 2 SOLID POUR EA END CELL - i0 TYP #5 REBAR DOWEL W BOTTOM BEND . MIN 25" LAPS ONTO EA DOWNROD v - TYP 3000 PSI CONC. FTG W REBAR BLOCK SHEARWALL DETAIL,__detaiI not to scale 3 PLAN HEIGHT o ERS N 20 y2 Zp13 1/2" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS, STAGGERED EVERY OTHER ROW NAIL 6" OC W 8D RINGSHANK NAILS.) SEE NAILING DIAGRAM GALV STL HUR TIE USE RT4 OR SH4 FASTEN each tie TRUSS TO BEAM W 8D COM NAILS TRIPLE OVER ENTIRE BEAM AND 2X12 WD STUDS if any (1/2" BEAM (NOMINAL) CDX PLYWOOD PLYWD SHEATHING (NAIL 6" OC W _ 8D RINGSHANK NAILS.) COVER W TYVEK OR TARPAPER. STUCCO OR — SIDING EXTERIOR. GALV STL HUR TIE RT4 OR SH4 FASTEN four ties at top of ea post to beam bottom PLAN TYP BLOCK WALL ON WIDTH PORCH CORNER see floorplan and front elev for ht and length and BLOCK KNEEWALL PLAN rebar reinf PLAN TO SUPPORT POSTS HEIGHT see front elev and SEE TYP BLOCK HEIGHT BLK WALL WALL DETAIL PG 4floorplanfordetails6X6PTformoreinfo for porch kneewl #5 REBAR L -DOWEL 6" INTO FTG at ea poured cell on floorpin. top of dowel within 2" of wall top NEW 4" CONC SLAB 006 MIL VISQUEEN TERMITICIDE vapor bar TREATED SOIL under slab. UNDER VISA OBTAIN PLAN HEIGHTS FROM FLOORPLAN AND FRONT ELEV POST TYP GALV STL 6X6 POST 1) ANCHOR AT BOTTOM OF EA POST SEE FOUNDATION PLAN FOR ACTUAL FOOTING SEE FOUNDATION PLAN FOR ACTUAL FOOTING L_ —_ I d.I L—__1 1'g NEW FRONT PORCH DETAIL not to scale TYP 2X12 WD BEAM EXTENDS ON TO BLOCK CORNER see connector sched for hur straps ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL WITH SUPPLEMENTS FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR PLUMBING. gold F WrF a R-, P.E. 2 t l III Uj I Ot BLOCK SHEARWA ' Q, L SEGMENT FROM GROUT FILLED STITUTES A STRUCTURAL SHEARWALL. WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES IF SLAB FLOORS ARE INDICATED ON PLAN, ALL CAST IN PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM, AND SHALL BE PROPERLY MIXED. PLACED AND CURED. USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE IN ALL LIVING AREAS, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE NOT LESS THAN 2' FOR WALLS and SLABS and 3" FOR STEM WALLS AND FOOTINGS. ALL CONCRETE FOOTINGS SHALL HAVE A MINIMUM OF 2 # 5 STEEL REBAR CONTINUOUS AND A #5 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS. AT EACH GROUTED CELL LOCATION INDICATED ON FLOORPLAN EMBED A vertical #5 REBAR DOWEL WITH BOTTOM BEND 6" DEEP INTO FOOTING AND LEAVE A MIN OF 25" VISIBLE ABOVE SLAB LEVEL, BLOCK WALL NOTES IF BLOCK WALLS ARE INDICATED ON PLAN, USE 8" X 8" X 16" CMU 2 CELL HOLLOW CONCRETE BLOCK SHALL BE LAP BONDED WITH HIGH STRENGTH MORTAR ONE # 5 REBAR DOWNROD W TOP BEND SHALL BE PLACED IN EACH GROUTED CELL INDICATED ON FLOORPLAN. TOP COURSE OF WALL BLOCK SHALL BE LINTEL U -BLOCK AND SHALL HAVE ONE #5 REBAR PLACED HORIZ WITH 25" LAPS IN GROUTED TROUGH ALONG ENTIRE BLOCK WALL PERIMETER. GROUT IN BEAM. LINTELS AND FILLED CELLS SHALL BE CONSOLIDATED BY RODDING OR MECH VIBRATION. 5 X 5 CLEANOUTS ARE REO AT THE BOTTOM OF EA GROUTED CELL. GALV TRUSS STRAPS ARE TO BE PLACED IN TOP OF BEAM WHILE GROUT IS LIQUID. USE TRUSS PLAN TO PROPERLY LOCATE STRAPS. USE STRAP SCHEDULE FOR STRAP TYPES. LINTEL NOTES PRECAST LINTELS SHALL BE USED ABOVE ALL BLOCK WALL OPENINGS UNLESS OTHERWISE INDICATED ON FLOORPLAN, MIN OF 8" BEARING OF MASONRY AT EACH END OF LINTEL, ALL LINTELS TO CONTAIN 1 #5 REBAR PLACED HORIZ IN GROUTED TROUGH TO FULL LENGTH OF LINTEL. WOOD BEARING HEADER NOTES IF BEARING WF WALLS ARE INDICATED ON PLAN, USE DBL 2 x 12 OVER WINDOW OPENINGS. OVER DOORS USE DOUBLE 2x 10 TO OBTAIN 83" HT IN S' HIGH WALLS, WALLS 97" AND HIGHER USE DOUBLE 2 X 12 HEADER. 2 x 4 JACK STUDS REQ AT EA END OF BEARING HEADER. OPENINGS UP TO 3' USE I JACK EA END. OPENINGS OVER 3' BUT UNDER 6' USE 2 JACKS EA END, OPENINGS 6 BUT UNDER 8' USE 3 JACK STUDS EA END, OPENINGS 8' TO 10' USE 4 JACKS EA END. STRAP EA HEADER END TO STUDS FOR UPLIFT AND LOAD PATH, REQUIREMENTS, REFER TO TRUSS ENGINEERING FOR LOAD AND REFER TO CONNECTOR SCHEDULE FOR PROPER STRAP. MATCH END STUD COUNT TO JACK STUD COUNT, WINDOW HEADER BOTTOM 81" AFF for 8' high wag NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X4 WOOD FRAME 2 FT. OC. OR 16" OC IF BUILDER PREFERS. ADD SECURE BLOCKING IN WALL CAB AREAS AND AT ALL VERT JOINTS, FIRESLOCK AS NEEDED TO SEPARATE CEILINGS AND WALL SP. DRYWALL FURRING NOTE ALL PT FURRING IS SECURLY NAILED TO BLOCK WALLS W CUT NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON WALLS AND $AND TOP AND BOTTOM No air gaps in top band VERT STRIPS ARE 2' OC OR IF BUILDER PREFERS 16" OC USE 1 X 8 PT AS WALL NAILERS ONLY USE 1 X 4 PT AROUND WINDOWS AND DRS, EXTERIOR WALL SHEATHING IF EXTERIOR WALL SHEATHING IS DESIGNATED ON DETAILS 1r2' NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. 1r2" (NOMINAL) OSB 4 X 8 SHEETS MAY BE USED IF DESIRED, (NAIL 6" OC W 80 COM NAILS) REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS, WALLS, CONCRETE BEAMS, AND COLUMNS. QUAINT AZALEA MODEL FOR LOT 4 PROJECT SF CALCS 2063 TOTAL sf AC SP 494 Garages 350 R porches l p? F porch TOTAL SF under roof PROJECT ADDRESS: LOT 4 COCOA BEACH SUBDIV BUILDER TURNKEY CONST. PH 403-3263 DATE DRAWN MAR 24 2013 REVISION DATES: NEW SINGLE FAMILY HOME QUAINT 2063 AZALEA LOT3 This plan, plan notes border notes and all pages are copyrighted 2010 2X6 RAFTERS 2" OC NEW TEX SHINGLES TRUSSES 2' OC without prior written permission from Griffith Plans, All rights are OVER 30 LB FELT OVER verify gable or PLYWOOD, hip) TYP HORIZ #5 REBAR TYP #5 2X8 RIDGE BD REBAR 2X6 FLAT TO BLOCK solid pour DECK, LAGBOLT DOWNROD entire top course TO EA cells INTERSECTING TRUSS BELOW 2' 2' 2' larger than 1 sq ft W 1/2" X 6" TRUSS ROOF LAG-BOLTS use ALUM FLASH AT2'" JST washer ea bolt. PORCH AND ROOF INTERSECTS AP FROM BEAM TO BLOCK OVER ENTIRE BEAM AND STUDS 1/2" (NOMINAL) CDX PLYWD SHEATHING (NAIL 6" OC W 8D RINGSHANK NAILS.) COVER W TYVEK OR TARPAPER. STUCCO OR SIDING EXTERIOR. SOLID POUR EA END CELL - i0 TYP #5 REBAR DOWEL W BOTTOM BEND . MIN 25" LAPS ONTO EA DOWNROD v - TYP 3000 PSI CONC. FTG W REBAR BLOCK SHEARWALL DETAIL,__detaiI not to scale 3 PLAN HEIGHT o ERS N 20 y2 Zp13 1/2" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS, STAGGERED EVERY OTHER ROW NAIL 6" OC W 8D RINGSHANK NAILS.) SEE NAILING DIAGRAM GALV STL HUR TIE USE RT4 OR SH4 FASTEN each tie TRUSS TO BEAM W 8D COM NAILS TRIPLE OVER ENTIRE BEAM AND 2X12 WD STUDS if any (1/2" BEAM (NOMINAL) CDX PLYWOOD PLYWD SHEATHING (NAIL 6" OC W _ 8D RINGSHANK NAILS.) COVER W TYVEK OR TARPAPER. STUCCO OR — SIDING EXTERIOR. GALV STL HUR TIE RT4 OR SH4 FASTEN four ties at top of ea post to beam bottom PLAN TYP BLOCK WALL ON WIDTH PORCH CORNER see floorplan and front elev for ht and length and BLOCK KNEEWALL PLAN rebar reinf PLAN TO SUPPORT POSTS HEIGHT see front elev and SEE TYP BLOCK HEIGHT BLK WALL WALL DETAIL PG 4floorplanfordetails6X6PTformoreinfo for porch kneewl #5 REBAR L -DOWEL 6" INTO FTG at ea poured cell on floorpin. top of dowel within 2" of wall top NEW 4" CONC SLAB 006 MIL VISQUEEN TERMITICIDE vapor bar TREATED SOIL under slab. UNDER VISA OBTAIN PLAN HEIGHTS FROM FLOORPLAN AND FRONT ELEV POST TYP GALV STL 6X6 POST 1) ANCHOR AT BOTTOM OF EA POST SEE FOUNDATION PLAN FOR ACTUAL FOOTING SEE FOUNDATION PLAN FOR ACTUAL FOOTING L_ —_ I d.I L—__1 1'g NEW FRONT PORCH DETAIL not to scale TYP 2X12 WD BEAM EXTENDS ON TO BLOCK CORNER see connector sched for hur straps ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL WITH SUPPLEMENTS FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR PLUMBING. gold F WrF a R-, P.E. 2 t l III Uj I Ot BLOCK SHEARWA ' Q, L SEGMENT FROM GROUT FILLED STITUTES A STRUCTURAL SHEARWALL. WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES IF SLAB FLOORS ARE INDICATED ON PLAN, ALL CAST IN PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM, AND SHALL BE PROPERLY MIXED. PLACED AND CURED. USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE IN ALL LIVING AREAS, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE NOT LESS THAN 2' FOR WALLS and SLABS and 3" FOR STEM WALLS AND FOOTINGS. ALL CONCRETE FOOTINGS SHALL HAVE A MINIMUM OF 2 # 5 STEEL REBAR CONTINUOUS AND A #5 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS. AT EACH GROUTED CELL LOCATION INDICATED ON FLOORPLAN EMBED A vertical #5 REBAR DOWEL WITH BOTTOM BEND 6" DEEP INTO FOOTING AND LEAVE A MIN OF 25" VISIBLE ABOVE SLAB LEVEL, BLOCK WALL NOTES IF BLOCK WALLS ARE INDICATED ON PLAN, USE 8" X 8" X 16" CMU 2 CELL HOLLOW CONCRETE BLOCK SHALL BE LAP BONDED WITH HIGH STRENGTH MORTAR ONE # 5 REBAR DOWNROD W TOP BEND SHALL BE PLACED IN EACH GROUTED CELL INDICATED ON FLOORPLAN. TOP COURSE OF WALL BLOCK SHALL BE LINTEL U -BLOCK AND SHALL HAVE ONE #5 REBAR PLACED HORIZ WITH 25" LAPS IN GROUTED TROUGH ALONG ENTIRE BLOCK WALL PERIMETER. GROUT IN BEAM. LINTELS AND FILLED CELLS SHALL BE CONSOLIDATED BY RODDING OR MECH VIBRATION. 5 X 5 CLEANOUTS ARE REO AT THE BOTTOM OF EA GROUTED CELL. GALV TRUSS STRAPS ARE TO BE PLACED IN TOP OF BEAM WHILE GROUT IS LIQUID. USE TRUSS PLAN TO PROPERLY LOCATE STRAPS. USE STRAP SCHEDULE FOR STRAP TYPES. LINTEL NOTES PRECAST LINTELS SHALL BE USED ABOVE ALL BLOCK WALL OPENINGS UNLESS OTHERWISE INDICATED ON FLOORPLAN, MIN OF 8" BEARING OF MASONRY AT EACH END OF LINTEL, ALL LINTELS TO CONTAIN 1 #5 REBAR PLACED HORIZ IN GROUTED TROUGH TO FULL LENGTH OF LINTEL. WOOD BEARING HEADER NOTES IF BEARING WF WALLS ARE INDICATED ON PLAN, USE DBL 2 x 12 OVER WINDOW OPENINGS. OVER DOORS USE DOUBLE 2x 10 TO OBTAIN 83" HT IN S' HIGH WALLS, WALLS 97" AND HIGHER USE DOUBLE 2 X 12 HEADER. 2 x 4 JACK STUDS REQ AT EA END OF BEARING HEADER. OPENINGS UP TO 3' USE I JACK EA END. OPENINGS OVER 3' BUT UNDER 6' USE 2 JACKS EA END, OPENINGS 6 BUT UNDER 8' USE 3 JACK STUDS EA END, OPENINGS 8' TO 10' USE 4 JACKS EA END. STRAP EA HEADER END TO STUDS FOR UPLIFT AND LOAD PATH, REQUIREMENTS, REFER TO TRUSS ENGINEERING FOR LOAD AND REFER TO CONNECTOR SCHEDULE FOR PROPER STRAP. MATCH END STUD COUNT TO JACK STUD COUNT, WINDOW HEADER BOTTOM 81" AFF for 8' high wag NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X4 WOOD FRAME 2 FT. OC. OR 16" OC IF BUILDER PREFERS. ADD SECURE BLOCKING IN WALL CAB AREAS AND AT ALL VERT JOINTS, FIRESLOCK AS NEEDED TO SEPARATE CEILINGS AND WALL SP. DRYWALL FURRING NOTE ALL PT FURRING IS SECURLY NAILED TO BLOCK WALLS W CUT NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON WALLS AND $AND TOP AND BOTTOM No air gaps in top band VERT STRIPS ARE 2' OC OR IF BUILDER PREFERS 16" OC USE 1 X 8 PT AS WALL NAILERS ONLY USE 1 X 4 PT AROUND WINDOWS AND DRS, EXTERIOR WALL SHEATHING IF EXTERIOR WALL SHEATHING IS DESIGNATED ON DETAILS 1r2' NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. 1r2" (NOMINAL) OSB 4 X 8 SHEETS MAY BE USED IF DESIRED, (NAIL 6" OC W 80 COM NAILS) REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS, WALLS, CONCRETE BEAMS, AND COLUMNS. QUAINT AZALEA MODEL FOR LOT 4 PROJECT SF CALCS 2063 TOTAL sf AC SP 494 Garages 350 R porches l p? F porch TOTAL SF under roof PROJECT ADDRESS: LOT 4 COCOA BEACH SUBDIV BUILDER TURNKEY CONST. PH 403-3263 DATE DRAWN MAR 24 2013 REVISION DATES: NEW SINGLE FAMILY HOME QUAINT 2063 AZALEA LOT3 This plan, plan notes border notes and all pages are copyrighted 2010 SW LENGTH FROM FLOORPLAN without prior written permission from Griffith Plans, All rights are reserved and will be protected and enforced in the event of violation. PG4OF4 TYP HORIZ #5 REBAR TYP #5 IN TOP LINTEL REBAR BLOCK solid pour DOWNROD entire top course in solid pour cells TYP BLOCK WALL with no openings o0 larger than 1 sq ftSOLIDPOUR EA END CELL - i0 TYP #5 REBAR DOWEL W BOTTOM BEND . MIN 25" LAPS ONTO EA DOWNROD v - TYP 3000 PSI CONC. FTG W REBAR BLOCK SHEARWALL DETAIL,__detaiI not to scale 3 PLAN HEIGHT o ERS N 20y2 Zp13 1/2" (NOMINAL) CDX PLYWOOD 4 X 8 SHEETS, STAGGERED EVERY OTHER ROW NAIL 6" OC W 8D RINGSHANK NAILS.) SEE NAILING DIAGRAM GALV STL HUR TIE USE RT4 OR SH4 FASTEN each tie TRUSS TO BEAM W 8D COM NAILS TRIPLE OVER ENTIRE BEAM AND 2X12 WD STUDS if any (1/2" BEAM (NOMINAL) CDX PLYWOOD PLYWD SHEATHING (NAIL 6" OC W _ 8D RINGSHANK NAILS.) COVER W TYVEK OR TARPAPER. STUCCO OR — SIDING EXTERIOR. GALV STL HUR TIE RT4 OR SH4 FASTEN four ties at top of ea post to beam bottom PLAN TYP BLOCK WALL ON WIDTH PORCH CORNER see floorplan and front elev for ht and length and BLOCK KNEEWALL PLAN rebar reinf PLAN TO SUPPORT POSTS HEIGHT see front elev and SEE TYP BLOCK HEIGHT BLK WALL WALL DETAIL PG 4floorplanfordetails6X6PTformoreinfo for porch kneewl #5 REBAR L -DOWEL 6" INTO FTG at ea poured cell on floorpin. top of dowel within 2" of wall top NEW 4" CONC SLAB 006 MIL VISQUEEN TERMITICIDE vapor bar TREATED SOIL under slab. UNDER VISA OBTAIN PLAN HEIGHTS FROM FLOORPLAN AND FRONT ELEV POST TYP GALV STL 6X6 POST 1) ANCHOR AT BOTTOM OF EA POST SEE FOUNDATION PLAN FOR ACTUAL FOOTING SEE FOUNDATION PLAN FOR ACTUAL FOOTING L_ —_ I d.I L—__1 1'g NEW FRONT PORCH DETAIL not to scale TYP 2X12 WD BEAM EXTENDS ON TO BLOCK CORNER see connector sched for hur straps ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL WITH SUPPLEMENTS FOR RESIDENTIAL CONST. THE ENGINEERING ON THIS PLAN DOES NOT COVER ELECTRICAL, HARV, OR PLUMBING. gold F WrF a R-, P.E. 2 t l III Uj I Ot BLOCK SHEARWA ' Q, L SEGMENT FROM GROUT FILLED STITUTES A STRUCTURAL SHEARWALL. WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES IF SLAB FLOORS ARE INDICATED ON PLAN, ALL CAST IN PLACE CONCRETE SHALL HAVE A28 DAY COMPRESSIVE STRENGTH OF 3000 PSI MINIMUM, AND SHALL BE PROPERLY MIXED. PLACED AND CURED. USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE IN ALL LIVING AREAS, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE NOT LESS THAN 2' FOR WALLS and SLABS and 3" FOR STEM WALLS AND FOOTINGS. ALL CONCRETE FOOTINGS SHALL HAVE A MINIMUM OF 2 # 5 STEEL REBAR CONTINUOUS AND A #5 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS. AT EACH GROUTED CELL LOCATION INDICATED ON FLOORPLAN EMBED A vertical #5 REBAR DOWEL WITH BOTTOM BEND 6" DEEP INTO FOOTING AND LEAVE A MIN OF 25" VISIBLE ABOVE SLAB LEVEL, BLOCK WALL NOTES IF BLOCK WALLS ARE INDICATED ON PLAN, USE 8" X 8" X 16" CMU 2 CELL HOLLOW CONCRETE BLOCK SHALL BE LAP BONDED WITH HIGH STRENGTH MORTAR ONE # 5 REBAR DOWNROD W TOP BEND SHALL BE PLACED IN EACH GROUTED CELL INDICATED ON FLOORPLAN. TOP COURSE OF WALL BLOCK SHALL BE LINTEL U -BLOCK AND SHALL HAVE ONE #5 REBAR PLACED HORIZ WITH 25" LAPS IN GROUTED TROUGH ALONG ENTIRE BLOCK WALL PERIMETER. GROUT IN BEAM. LINTELS AND FILLED CELLS SHALL BE CONSOLIDATED BY RODDING OR MECH VIBRATION. 5 X 5 CLEANOUTS ARE REO AT THE BOTTOM OF EA GROUTED CELL. GALV TRUSS STRAPS ARE TO BE PLACED IN TOP OF BEAM WHILE GROUT IS LIQUID. USE TRUSS PLAN TO PROPERLY LOCATE STRAPS. USE STRAP SCHEDULE FOR STRAP TYPES. LINTEL NOTES PRECAST LINTELS SHALL BE USED ABOVE ALL BLOCK WALL OPENINGS UNLESS OTHERWISE INDICATED ON FLOORPLAN, MIN OF 8" BEARING OF MASONRY AT EACH END OF LINTEL, ALL LINTELS TO CONTAIN 1 #5 REBAR PLACED HORIZ IN GROUTED TROUGH TO FULL LENGTH OF LINTEL. WOOD BEARING HEADER NOTES IF BEARING WF WALLS ARE INDICATED ON PLAN, USE DBL 2 x 12 OVER WINDOW OPENINGS. OVER DOORS USE DOUBLE 2x 10 TO OBTAIN 83" HT IN S' HIGH WALLS, WALLS 97" AND HIGHER USE DOUBLE 2 X 12 HEADER. 2 x 4 JACK STUDS REQ AT EA END OF BEARING HEADER. OPENINGS UP TO 3' USE I JACK EA END. OPENINGS OVER 3' BUT UNDER 6' USE 2 JACKS EA END, OPENINGS 6 BUT UNDER 8' USE 3 JACK STUDS EA END, OPENINGS 8' TO 10' USE 4 JACKS EA END. STRAP EA HEADER END TO STUDS FOR UPLIFT AND LOAD PATH, REQUIREMENTS, REFER TO TRUSS ENGINEERING FOR LOAD AND REFER TO CONNECTOR SCHEDULE FOR PROPER STRAP. MATCH END STUD COUNT TO JACK STUD COUNT, WINDOW HEADER BOTTOM 81" AFF for 8' high wag NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X4 WOOD FRAME 2 FT. OC. OR 16" OC IF BUILDER PREFERS. ADD SECURE BLOCKING IN WALL CAB AREAS AND AT ALL VERT JOINTS, FIRESLOCK AS NEEDED TO SEPARATE CEILINGS AND WALL SP. DRYWALL FURRING NOTE ALL PT FURRING IS SECURLY NAILED TO BLOCKWALLS W CUT NAILS OR T- NAILS IN INTERIOR AC SP ONLY. USE 1 X 2 PT ON WALLS AND $AND TOP AND BOTTOM No air gaps in top band VERT STRIPS ARE 2' OC OR IF BUILDER PREFERS 16" OC USE 1 X 8 PT AS WALL NAILERS ONLY USE 1 X 4 PT AROUND WINDOWS AND DRS, EXTERIOR WALL SHEATHING IF EXTERIOR WALL SHEATHING IS DESIGNATED ON DETAILS 1r2' NOMINAL) CDX PLYWOOD 4 X 8 SHEETS. 1r2" (NOMINAL) OSB 4 X 8 SHEETS MAY BE USED IF DESIRED, (NAIL 6" OC W 80 COM NAILS) REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI. AS REINFORCEMENT IN ALL CONCRETE FOOTINGS, WALLS, CONCRETE BEAMS, ANDCOLUMNS. QUAINT AZALEA MODEL FOR LOT 4 PROJECT SF CALCS 2063 TOTAL sf AC SP 494 Garages 350 R porches l p? F porch TOTAL SF under roof PROJECT ADDRESS: LOT 4 COCOA BEACH SUBDIV BUILDER TURNKEY CONST. PH 403-3263 DATE DRAWN MAR 24 2013 REVISION DATES: NEW SINGLE FAMILY HOME QUAINT 2063 AZALEA LOT3 This plan, plan notes border notes and all pages are copyrighted 2010 by Grdfith Plans. No portion may be reproduced or copied in any way without prior written permission from Griffith Plans, All rights are reserved and will be protected and enforced in the event of violation. PG4OF4 STRUCTURAL DETAILS WALL SECTIONS Date: RECEIVED CITY OF CAPE CANAVERAL Tracking# JUN 19 2014 BUILDING PERMIT APPLICATION Permit# 321)868-1222 City of Cape Canaveral Building Department -7510 N.Atlantic Ave.-Cape Canaveral,FL 32920 You may download this application: www.cityofcapecanaveral.org. You may fax to: (321)868-1247. All applications must include the backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY Contractor/Owner-Builder is required to sign for the building permit,unless indicated otherwise by affidavit. I.D.may be required) Address of Job Site: G9 rne 1 Zoning classification: Flood Zone: Legal description of pro y: TWN:RNG: T SEC: t' SUBD: BLK: LOT: PB:Q PG:Z Property Owner N me: C Phone: Address: Fee Simple Titleholder's Name(ifother than owner): Address: Bonding Company:Address: Mortgage Lender: Address: Type of Permit Brief description of work: Building j n ' Electrical Plumbing Mechanical Other Type of Square Const. Occu- FPL lines City Sewer #of of #of #of #of Feet Type pancy currently available Concrete/ stories dwel- bed- water Valuation of work Building available to to serveunder (IA, Classifica Asphalt ling rooms closets (Copy ofContract Required) please roof VB, -tion serve this this Parking unitsindicateas etc) (B,R1,R3 property? property? Spaces applicable) etc.)Yes/No Yes/No Commercial FR Townhouse Apartment ondominiu ther Architect/Engineer Name: r Name ofCompany: Address: 1 State License No.: Phone(office): hone(cell/pager.): Fax: Primary Contractor Name:c kQd &wSSCOA Name of Company: Address:7_640 ?W t fl State License No.: Phone(office): Phone(cell/pager.): Fax: Electrical ContractorNam : Name of Company: -It r XJAddress: State License No.: Phone(office): Phone(cell/pager.): Fax: Plumbing Contactor ame: Name of Company: ss:AddreL State License No.:CA Cm BIR3 Phone(office) Phone(cell/pager.): Fax: Mechanical Contractor Name: Name of Company: F Address: C State License No.: . Phone(office): hone(cell/pager.): Fax: Specialty/Other Contractor Name: Name of Company: Address: State License No.: Phone(office): Phone(cell/pager.): Fax: 191d+,_DCpt101111 130111in2 Permit Application 1(ei.7la,: 16.2012 Building Permit Application Checklist Notes Completed Permit Application Current code edition:FL Bldg.Code 2010(as revised) Current survey showing all proposed construction and landscaping Check with Bldg.Deptfor setbacks Notarized signature-Owner/Builder Affidavit Ifowner is acting as contractor Sewer Impact Fee receipt May be deferred until C.O.Unless job is remodeling County Impact Fee receipt May be deferred until C.O. Capital Expansion Impact Fee receipt Maybe deferred until C.O. Sidewalk Impact Fee receipt Ifsidewalk exists on lot Recorded Warrant Deed/Proof ofOwnership Copy of Recorded Notice ofCommencement(over$2,500) Over$7,500 for Mechanical change out Current Cert.Of Liability Ins./Worker's Comp.Policy/Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right-Of-Way Planning and Zoning Board Site Plan Approval For all new construction offour units or more Concurrency Forms For all new construction not part ofapproved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's Authorizations:Record will be kept on file after initial submittal State License Notify Building Department ofcontractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: Per F.B.C.104 Three sets of sealed construction drawings Per F.B.C.104 Truss layout and reaction summary Cut sheets and shop drawings will be needed at time ofinsp. Electrical Load Calculations Plans must indicate person responsible for calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design A/C layout Plans must indicate person responsible for design Two sets ofEnergy Calculations Plans must indicate person responsible for calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinkler/Alarm secifications Requires Fire Dept.approval prior to issuance ofpermit Pool Barrier Requirement Form(signed) Pool permits will not be issued without barrier Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2010 Edition. I understand that all permits require inspections as indicated and that it is the responsibility of the permit holder to notify the building department when ready for inspection(s). This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an authorized agent ofthe Contractor/Owner and has the authority to apply for this permit. ALL OTHER APPLICABLE STAT R FEDERAL PERMITS MUST BE OBTAIN PRIOR T OMMENCEMENT* QContractor's Name: Contractor's Signature: Date: 3- Z I " l y Site Address: 1N q 1c, For Notary use only: State of Florid County of Brevard Swornands ribed before me this day of J Gt Prime ame of Applicant o produced identificat' is personally known to in . x!".. ""'•, BRANDY DENISE T MY COMMISSION#FF084703 Seal: 1'oiM1 EXPIRES January 21, 407)398.0153 FlorideNotaryServlce.c l Signature-Notary Public At Large GAIIA,.DcptPorms',Building Permit Application kev.N9sv 16.2012 This form may be duplicated. 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THISPLAN IS SUBMITTED FORREVIEW AS REQUIREDFORSITEPLAN SECURE MULTIPLE THINKS l( GIROUNDOOVERPLANTXvAPPROVALALLCHANGESMBEAPPROVED. BTHTAPS L ALLNEWPLANTMATERIALSARETO BEFLORIDAHGRADE ORBEl'IER RIOUSURAYlal16NT ASDEFNEDN•GRADESTANDARDS FORMJr.4ERY R.ANIW.1WB®I NOKPUBLISHEDBYFLORIDADEFr.OFAGRCLLTUREA D CONSUMERSERVICES, TREESUNLITDIVISIONGFPUNTNDUBTRY. i UPONFNALINSPECTION.ANYPLANE'THATAPPEARSTOBEDAMAGED uNeB6AiED ORN$HOCK SOTHATITE NDLONGERFLORIDAGRADE 01 WLLBE RUBBERSTRAPSREMOVEDANDREPLACEDWITHAGRADEIlMLOFTHESAMESPECIFIED$ " E 94.00 TYPE ANDSUE.. R1Z4. OWNERWILL BE RSPOHSIBIEFOR MA.NTHNNCEANDSURVIVAL OF EOOEOFTURFATrHT. ROOTBALLyIAALLREQUIREDPDMSANDGRA88. TEMPOFAHY WATERING EVENLY SPREAD7UYEROF y(¢r d A%• HL ALL PLANT MATERIALSARETOBENST:LLEDWITHSOUND MULCH u'IO rte) A HORTICULTURAL PRACTICE,NSOLTHAT ISSUITABLEFOR KANTGFOWTH WITHMEDIATE OHARAGE BAGWLL PLANTMHOLES WIIT1l003E S. PLANTMATERIALSARETOBE FERTII.a DWITH0MONTH NATIVE SOL SLOWdELEABE 14618 FORMULA(OREQUIWLENT 2-1.9RATE)FERTILIZER ORCLEAN SMO FOl 1 WITH COMPLETE MOMELEMENM BHIISY1C le 7. THEOONTP.-MOR SroVERIFYTHELOCATION OFALLSTOIUWATFA G)FOR•TREE yL E7(SUNGSISORADE BUILDINGNo"CONK..DRIVE 9 A DRAINAGEFACILITIES ANDUTILITIES BOORTOANYEXCAVATION.DO NOT TREE FOR-i m AvEFr TOPOFROOTWILLTO BESET Na ' AA PANTARE WITH THOS U FINISILITIE. FACLIGRADE IE3ONMY lD ATION AINAGTINTLOLL AT18ABOVE FINISHGRADE X.O.C.SPACINGFORALLOROLIDCOVER PLANTSASPROVIDEDNPLAITUSTINTERFEREWITHTRIOSEUTILITIES,FAKXlT1E3OR DRAINAGEPATIEOS.Y.O.C.SPACINGFORALLSHRUBPLANTSASPROVIDED N PLANTLISTAs6ALLBEDAREASAREUYFAOFPIEBMOC RUM DONOTINSTALL MULCHNTHEBOr:OMOFANYSWALESOR STORMWATERFOAMDONOTNSTALLMULCHAGAINSTANYPLANTTRINCS 2x BALLEDAND PLANT SPACING DETAILORSTEMSINSTALLMULCHONTHEOUTER1.2OFTHEROOTBALL).ME NIR.APP®ORCONTMNERROMBALL PLANSPACING DETAILS NOTE:BTAIEALLTREIBHOVBIIOA E. ORDVM N.T.$ 4 ALLTREES NSODREASAREM HAVEA/'DIAMETERRIGWITH A71WNUSEROFPNEBARKMUCHAROUNDTHEnwNIMALLPROPERTYLIE MULTI-TRUNK TREE PLANTING DETAILHEDGESARETOBEN7NOEMULCHEDSECSWITHSHRUBSNTHECENTERN.T.S.A OF THEBEDS. Fq 1a 10. FIELDMUST LOCATION OFTREES M AVON)FUTUREOBSTRUCTION& A LOCATE TREESNYARDS 80THATFUTURE C 3NFUCT8WTH UTILITIESOR TREESONADACBITPROPERTIESISAVOIDT0. 11. ALLPLANKARETOBEPLANTED NHOLESWHICH ARETWICE THE WADTHOFTHEROOTSALLALL PUNTING HC-ESARE M BEBACKFILLED INSTALL VX2X/'STANCESATOUTSIDEWITHNATIVESANDORSUITABLERLL. EDGE OF DRIPLIEATIrOICSPACING 12 TREESWITH DAMAGEDTR NIM NCLU:RNG DAMAGE FROMSTAKING 71E STAKESTOGETHERWITH9STRINGIANDHAIOLIIC.ARENOT ACCEPOSLEALL_,AEETRUNKSARETOBE NOTE:TRUNKSMEMBE VHNYLL OORD.WRAPCORDAROUNDSTAKESADMIRE.FREE FROM NSISCARS, HOLES.CALL BUNS,LARTO OR GIGGLE MARKS,ANDARE TOHAVEACONSISTENT CALIPERS:.pLARroOTHERPLANSOF FREE FROM SCARS,BUN TWICEATS'HEIGHT ABOVE GRADE i o THESIDESPECSS. MARKS OR NALHOLES G BETWEENBALANCED PARCEL A10 NTH Ia ALLNEWSOD NOTLOCATEDINTHE STMMATERPONDSHALLBE S 71E MM 11'LENGTH OF YELLOW RIBBONTOEACH STAKEiN VACANT g FERTP Mn WITH A8-MOSLANT-REL&ISE,83!FORMULA(OROTHER D*O cm BALCED FORMULA)FHRRIDER HAVING(^'a1Pl.ElE MINORMDIRBNI8. EVENLYSPREAD PROTECTTRUE YVIIII BURLAP STAKES RESIDENCE 87A0 01= INCLUDING MARL 1%IRORAPPLY1 LS.OFHPROOENPEALOON)S0.FT.OF 7 LAYEROFMILCN EXISTINGTREE CANOPYDROPLNEt900TOPORESSFEFIMUMMINALLSODARESONLYAFTERIRRIGATIONPROPOS®FF.E.0.81 5 SYSTEM BOPERATIONAL CUTBACKSU IAP 9.7X1BATTENS34PABOVEIN= 14. ALLAFtWDOMMEDBYCONSMX'WNNALLBEFILLr8000ED.KY3 FROMBALL BANDEDroTRUK PROPOSED 800 STOBEPANEDN RACE(NSLOPESPIEI17T3RTHAN M. r 7 HT.TEMPORARYRAR'/ roa10. ALLNEWTREES,SHRUBS,MDSODAFE M THOROUGHLYHAND O EARTHWATERING NOTE INSTALL TREEPROTECTIVE BARRIERIOIpWATEREDIMMEDIATELYAFTERINSMLLATICAANDONCEEVERYOTHERDAYSMX',ER 9-CYWF3S7DLAETERBRACES BEFORE WOCON,ENCESAND LEAVENOIYTFORTWOWEEI(S.ALLTREESARE HAVEA TEMPORARYSE.EARTHEN Epp R NAILEDro 7X4 BIINBEFOREFB( PLACEUDL FSA.ISPECIION,ppNOTOCSAUCERCONSTRICTEDMFACILITATEHN.WATERING.RAZEOUT ALLOWANYINRSSDN OFVEHICLES OR z I O EARTHENSAUCERBEFOREMULCHING. MATERIALS STORAGEINSIDE BARRIER z AR ASMOOTH FINISHGRADE ONE BE SOD LLIED EALLLOF THE r EDLA i S-7X4XW P•T•STAKffi EXISTING TREE PROTECTION BARRIEROrMULCHTOPOFTHEROOTZONEof800ANDTHETOPOFTHE7LAYERELFMNLDHAREroBE1•-1SBEIAwALLADIAC@IfCONCRETE. EXSRNGsUBORADE BACKFILLSOILMIXTURETo17. WO8M4M TREES ORSMBSSHALL MIOTBEINSTALLED WITHIN 4'OF a ANYRREHYDRANT ORMECHAMGLEOUP%ENT.ONLYSODORMLLWSTO 8EE8PEGFICATIONB) DETAIL-PLAN VIEW BEINSTALLEDWITHIN4CFSUCH EQUPMIENT.SEE PLANT SPACING DETAIL 16 ALLNEWTREESANDPALMS(IXCEPTCABBAGE PAIRS)OVERA HEIGHTAREMBEGUYED ANDSTAKEDWITHTHEANCHOR QUCTYTREECOMPACT ROOTBALL STAKING SYSTEM ORAPPROVEDEQUALHAVINGTRIANGULATED. SUBGIRADEWORKADJUSTABLELENGTH.MASER ORFABRIC$-RAPS,ANDGALV WZEDSTEEL a ROOTBALLII7ONC I i • I U` ANCHORS I •C 0• 11RIGATION CONTROLLER SroILLF:STAD AND CONNECTEDroTHE MORESTAKE ALLTREES OVER70A.MOI 70' ALLBRAZILIAN PEPPER TREES(SCHNLIBTERESINTHIPCIALIS)AREro CHINESE FAN PALM PLANTING DETAILBEREMOVEDFROMTHESITEDONOTREMOVETHEROOTBALLOFANYLTS,d. H PEPPERTREEBLDCATEDIA.. VEaTDITSIDPE E'Bro7OSETRAFEOA SPREADBETREATEDWITHSTATEOFFLORIDAAPPFIOVEDBAHTPOISON IMMEDIATELYAFTERTHE TRUNKS ARE CUT.Pnaadlw Be„laraand aIHHmOaURliad.PUUdheAaF,lan rrlNL,aMrad M. ALLPLANTSARE TOHAVE PROPERSPACING FROMEACHOTHER.FROM PnL'\ pAabm„Muallo„alalarawylwar0a,4raawbWpnarw0. ANTSOFOTHERSPECIES AND FROM BUILDINGS,PAVEMENT,WALKWAYSpd DYW+INploa. R°NdNnNana R'AU@Wm r dw-anAppnd«A.ANDEQUIPMENT AS SHOWN NTHE PLANT&'ACIDDETAIL7OFT-1 - \\ TMPMCft AMSWIlpa rMnot 9-1.0MLMfmNat C ALLLMDHGPN0ALONG CEH RENT OFTAPO VE ERYSHALL TOPOF ROOT BALL TREE STAHMIGSYAITBCMHAVEMIMaldparolrfOONorAF°anUllYalalp nla praYdNa AanWa_ CONFORMroTHE 810Hf DISTANCENOR CTALMD VERTICAL FEOURENE TSFOOD NTHE FOOT INDEXMN$9°.S.i"W 94.00 FINSH AT 1sABOVE aSTAMMTRIVIGULATEDSYSTEM STI4W8ZLALLLANDSCAPINGALONGTHEFRONTOFTHEPROPERTYSHALLBEFMMHGRADETREESTAKINGBYSIHI LAND TVADDRE88 LANDSCAPE PLAN MAINTAINEDINPERPETUITYNACCORDANCEWITH THEAEgLREMENTSOF M, OF OA SPREAD NO MULCH PROFE LANDSCAPE DATA THE ROOT INDEX NI. M LCH of B ONHALFOF HOOT 7HTTEMPOP 111' 4 WATERIMOSMICERPARCELAdI Y' CAKLANE ro REMOVEDAT NOMUDHONHSFOFRXR CAPECANAVERAL,FLOROA I.eAl10ER PAVEAENf Atl. THEOFMULCHINGBALL O TEMIPORAFTI' ff, ORP EVENLYSPREAD7UYM OF LANDSCAPEREQUIREMENTS PLANT LIST FNIBIi®GIMOE - 4„,. Jr PSHALL BEI*BELOW AVEMENTGRADE DIBHEOUMS45 PERCODE SECTION 10448 TRSEi a 3 ABOVEFNINIORADE BACKPLL PLANINGHOLESWITH3313p'#}I 3W 11 f 3PARTS-MINIMUMTIDE iEQILREIEIIf TD BALDCYPRFSS TAXOOIUM DHSTICHUM 10'OA 3 25 CAL 1 DSM A LOOSENATIVE SOLOR CLEW WJNIy°Fllaipl1lrF,p,dupNX,aT,dAyaRtdrNrp INTIanalda(pWb LY CRAPEMYRTLE REDFLOWER LAEGERSTAOMIA Ml15KOGEE 10'OA N .D GAL BAB 2'OBH MULTITRLNK 1 Q7 BARO RL 7,800a4NalastmpaalHl:nrlwwrth-AwMaasoAr ad3Nld EOl1Als Oftkraad14A00aWUaIMlarhodlNnl,a,aalOYa17.800a01rUfar. TABEb r } 7 .. 3331 313 x 3 SUBGRDE ABOVEFNBFHQRADE EaM AaaahrMrW/bN bdtd.lha, xIQn*4WInchdhh A EAST PALATKA HOLLY ILFX XATTENUATA 17OA 4 25 GAL 1 DPH 2 mYi,un J4IHAPrSTEELandafwkaap..0.PaknA.mrdhimrwr.Mtra a...::°. ", c)._ - , x31 4:ah3ti lfl?. .,. .....'?: STAKES 1s( _deaf A,IML WB FOXTAIL PALM 3 WOOYETIA BIFURCATA 3 25 GAL STRAIGHT 5 MCO{LPLNIIINORQiMI THEESTAKINGBYSfF7AF14AGOSSWNTS= 3 31)8 339tec ..,3 =i I a a1,I I }3 - BRIO I.A71VB IIDl TNill TREES D K SR ORANGE BIRD OF PARADISE STRELITZIAREOINAE 24O.A. 23 3GAL 3PO.C.3I— LOT9lg:f0.219F I`DML.ITFIJIRQL7PA1 39 3131 13R TREE l`JLLCWITIONt 10,ffiI 78D08F-0A219F M LILYOF THE NILE AGAPAEHUSAFNICANUS 6 OA 3 Y LINER 17 O.C.d26x..131 ..R... tlai3. ROOTBILL.:BALLED AND TREES REQILIED.S N-R t PLANTAR wl SE b EKISTINGTREE8.20AK8. 70'AND 193, JA ASIAN JASMINE TRACHELOSPERMUMTEXASLON[iEAP N OA 1T 1GAL 2A OC 50pll) D(WN)1H ROOT CONTAINERGRDIVN TREESPROPOSED-0TREESANDS PALMS I BF«w ,.B I} ..,';. a, ,1 rt3 ,.,..., 3„I,.,e`„ `. O.C.BPACNGI NOTESTAKEALLTREES SOAKrGPBLANKETFLOWERGAILARDIAPUACHEILAd'OA 7 TGT- A'O:C. .......25 NDTE:ALLCONh1NER7FCROOTBALI8SHALL TREE PLANTING DETAILBEFULLAMSOLDUPONREMOVALFROMPLANTSYMBOLLEGENDAT SHRUB- GROUNDCOOPLANTING PLANTING DETAIL N.TS N)SBL/qUYEON.TOF N.T.S. I LANDSCAPE ABBREVIATIONS XA LABTFALATKAHOULV E..HEIGHT OIL OVERALLE.PERCOUNTYSTANDARDS O.C..ONCENTERSPACING D.B.H..CALIPEROFTRUNKATS'HEIGHTABOVETOP OFROOTSIAL TD BALDCVPMSS GT..CLEAR TRUNK HEIGHT LMa MVFM NL-MINIMUMOONTANFI oYL HDIIOI LANDSACPE PLAN RAIN IatAGIILV..GALVI® 01110UMS LOT A.10GA.OM1GE NB HOQALF" PT..PRESSURE TREATED BD" BIB.BALLEDAID BUTAPPEO GRAPHIC SCALE 11.900 4na OAK LANE rAr o SR OWRMMQFPARw 10 I 10 20 40 NORM CAPE CANAVERAL,FL M LLYOFTENMUE NIAOMM 0 SIP MANWROM aLlrr.aAroMarr ` SX R,.,,,M,, ET I w•h-H 0 R LANDSCAPE PLAN AND DETAILS OffND`NO. DA IE RENSIONS CHK•O 1OF7 P.0E CityCapefo Canaveral Community & Economic Development CSE CAWVE ctober 24,2014 OFA!CE Copy Patrick T. Lee, R.A. SHEROPA, LLC. 400 Harbor Dr. Cape Canaveral, FL 32920 RE: STORMWATER SYSTEM FOR TWO NEW SFR'S AT 135 AND 139 OAK LANE Dear Patrick: At the time of permit issuance for the construction of two Single Family Residences, the building permit application did not contain an approved stormwater retention system plan for each parcel. A conceptual agreement was reached between the City Engineer and John Dismore, Authorized Agent for Contractor, which would allow on-site retention at the front and rear of each parcel. Accordingly, the permit is hereby issued without an approved stormwater retention system plan for each parcel with the condition that such plans be provided to and approved by the City Engineer prior to the issuance of the Certificate of OccupancyC.O.) for this this project. Please call me at(321) 868-1222, ext. 14, or e-mail me at t.morleykcityofcapecanaveral.org should you have any questions or need additional information. Sincerely, odd Morley Community& Econo velopment Director cc: John Pekar, City Engineer Jeff Ratliff, Public Works Services Director File Mailing Address: P.O. Box 326 Physical Address: 110 Polk Avenue Cape Canaveral, FL 32920-0326 Telephone(321) 868-1222 —Fax (321) 868-1247 www.cityQfcapecanaveral.org e-mail: info ,cityofcapecanaveral.org CITY OF CAPE CANAVERAL AUTHORIZATION FORM City of Cape Canaveral Building Department 7510 N.Atlantic Ave. Cape Canaveral,FL 32920 321) 868-1222 You may download this authorization: www.cityofcapecanaveral.org. You may fax to: (321)868-1247. Date: q. Permit#: CONTRACTORS AND SUBCONTRACTORS -PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION. Company Name:1M41 hereby authorize Off e-ssar 1 State License Holder's Name—PLEASE PRINT) Authorized Person—PLEASE PRINT) to obtain a permit on my behalf under my state license(s) as issued by the Department of Business and Professional Regulation, Construction Industry Licensing Board ex-A l`q 45 , State License Number(s)) for the job site described below. An authorization will be required for each permit Type ofPermit F Vse -* Building Name of Property Owner Plumbing Q or-%1 / LiceElectrical1 Address c'` of Job Site Mechanical Roofmg at4- I VSwimmingPool Specialty Structure Si nature of Lic e Holder Other- Specify: For Notary use only: State ofFlorida,County ofBre d Sworn and subscribed before me this day of Name of Applicant who produced identification1-( -; l "` ' or is personally known to me. s tozn use sa,!dx3 ,+ion b0££L033 u0!ss1ww00 Ari Q 101401WOd euueaa ,Se'epuo13 to atetS o!IQad tiB)ON 3oa a> Signature-Notar)Public At Large is\Authorization Form i This form may be duplicated. Contractor/Roofer Contractors Paper work Turnkey Construction Building Permit 139 Oak Lane CFN 2014123094. 0 R BK 7150 PAGE 1543, Recorded 06/19/2014 at 01:45 PM,Scott Ellis.Clerk of NOTICE OF COMMENCEMENT Courts, Brevard County Pgs.1 STATE OF Florida COUNTY OF Brevard THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is providcd in this Noticc ofCommericnmcnt. I. Description of property:(legal description ofproperty,and street address if available) 139 Oak Lane Cape Canaveral FL 32920 2. General description ofimprovement:_Single Family Residence 3. Owner information: a. Name and address: Sheropa LLC 400 Harbor Drive Cape Canaveral 32920 b. Phone number: c. Name and address offee simple titleholder(ifother than owner): 4. Contractor: a. Name and address: Turnkey construction 2640 Brookshire Cir Melbourne FL 32904 b. Phone number: 321-403-323 5. Surety: i a. Name and address:1 U 11A b. Amount ofbond$ c. Phone number: 6. Lender: n a. Name and address: b. Phone number: 7. Persons with the State ofFlorida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7,Florida Statutes: a. Name and address: R(n b. Phone number: 8. In addition to himself,Owner designates the following person(s)to receive a copy ofthe Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a. Name and address: b. Phone number: 9. Expiration date of notice of commencement(the expiration date is one(1)year from the date ofrecording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713,PART 1, SECTION 713.13,FLORIDA STATUTES,AND CAN RESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED ANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECN. IF YOU INTEND TO OBTAIN ANCING, CONSULT WITH YOURLENDERORANATTORNEYBEFORECOMMENCINGWOORECOGYOTICEOFCEMENT. Si tore of Owner or 's Authorized Officer/Director/Partner/Manager Si atory's Title/Office-Q-,I x-&[ The fbrgo' g' mrent wasacknowledged before mcflhuis day of z-% ' I rf(3( name as type ofauthority,.-e.g. oby fficer,trustee,attorney in fact)for name ofparty on behalfof whom instrument was executed). Signature ofNotary Public-State Print,type,or stamp co on name ofNo licBRANDYDLMSE TORjMYCOMMISSION#FF08Personally Known pr u er EXPIRES Jenwry g1.2Type of identification produced IEKOtS rmcation pursuant cti n 92.5 ri Under penalties of perjury,l declare that I have read the foregoing a d tha the is stated i it true a best ofmy knowledge and belief: 17 Si tore n going abo e Electrical Contractors Paper work Best Electric 02/24/2014 15:18 3217236793 BEST ELECTRIC OF PB PAGE 03/04 Tumkey Construction 3214693936 p,4AUJULUXUA1-10A anyCd+Ceps'Gox 1d tildit,g 7S to N.Alamioll,.c. Cage r aoevrtatt,FI.3Z920 You any downloethis mmw&.dm You nay Am to:(321)868-1247. DOD-2,- J CONTRACTORS AND SMCON tRACTURS-PI.BA„SE HAVE YOUR SIGNATURE1oTARTZt UBM T FORM=TAWZM%770N. . Clnvmny Nma: JA, halreby authorize a1eL's wBoG&r'a Name--PMAW pJOWD 4A haEaeB Pawoo—Px,BAsl:ti1a obtaia a pmpd on my behalf mynduDe Vis)W IMUedbytheDCWtmWtj0 x BuSimm ad pm,jevjjoialal Regotatim,ConsUWden JU&MUY Limsing B0A farthejob Zito&*Mbod below, qt mu. xae Ax auttl el tation will be rt pdradfwr poo,wig x3uildiag Name o Ow r Pinmbitag Etefxnical Address ofJob She xaofing Spec' 3wimtming Foos 3hatatwe Sieg Otm ofLkerse Holds Outer—SpeCi r: who M&Wed.orisptxaawdlytmaarntoate.A;0-1 Seal: J rbee 1dR.U.irwaoAAwhodx Faaoe r•Ari - SARA C.AGUTARE Y be P>Md' Notary Puotic-Stale of FI6r1da My Comm.Expires Mar 4.2016S 1',„0 Commisslon#EE 175.480 139 Oast l,cx,e Plumbing Contractors Paper work Douglas Hambel CITY OF CAPE CANAVERAL AUTHORIZATION FORM City of Cape Canaveral Building Department 7310 N.Adaptic Ave. CapeCanaveral,FL 32920 321)868-1222 You may download this sathorization:www citvofasoecanaveral ora. You may fax to:(321)868-1247. Date:2. ,-- v Permit Jr. CONTRACTORS AND SUBCONTRACTORS-PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT FORM PERMIT APPLICATION. Company Name: I,bereby authorize C,,Z GKeS J( i stateLicenseHolder's Isame-PLEAS MM AulhorizedPerson-PLEASEPRII47) to obtain a permit onmy behalf under my state lice.nse(s)as issued by the Department of T Business and Professional Regulation,Construction Industry Licensing Board (stateLQ umYmta)) for the job site described below. An authorization will be requiredfor each permit R ex= Type ofPermit Name of Property Owner Building lumbiug q ()C 1)k LClog Electrical Address of job Site Mechanical Roofing Swimming Pool Signature of License Holder Specialty Stmcwre Other—Specify: For Notary use only. State ofFlorida,County ofBr5wd Sworn and subscribedbefore the this ZX& day of 20_16,by_ f iew who produced identification:or is personally known to me. MCGLUXEN PARSONS z NOTARY PUBLIC Seal: STATE OF FLORIDA 3 ntnro-Notary Publia.kt3. e comny#EE9e89133 E*r994120=6 e.)B14&DoptFormsXAuffio zationFarm Thisloan may be duplicated. Z-d 5£6E65ti LZ£ uoi}ona}suo0 AeNwnl y r R p/TEnCERTIFICATEOFLIABILITYINSURANCE4/11/2013/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE.POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WAIVED,subject to theterms and conditions ofthe policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in Ileu ofsuch endorsement(s). PRODUCER Sandi Gleeson Lassiter-Ware Insurance of Maitland PHONElks,99 (800)845-8437 FAX (888)689-8880 2701 Maitland Center ParkwayADDRESS sandig@lassiter-ware.com Suite 125 s AFFORDING COVERAGE NAIC0 Maitland FL 32751 wsuRERA:Southern Owners Insurance Co. 10190 INSURED wsummgOridgefield Employers Ins Co 10701 Doug Hambel's Plumbing, Ina wsu RC: 4190 Dow Rd. INSURERD: INSURERZ: Melbourne FL 32934-9212 m F: COVERAGES CERTIFICATE NUMBER:13/14 Master REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Wilk TYPEOF INSURANCE POLICY N I POLICYEPF POLICY EXP LIMITS aENERAL.LIABIIITY _. EACH0CrAMRENCE _. ...__$" TO RENTEDXCOMMERCIALGENERALLuawrrg 6 300,000 A CLAIMS-MADE ®OCCUR X X 273794713 12/2013 /12/2014 MED EXP Wry ons f 10,000 PERSONAL&AININJURY S 1,000,000 OENERALAGGREGATE 6 2,000,000 GEN'LAGGREGATE LIMITAPPLIESPER:PRODUCTS-CAMP/OPAm $ 2,000,000 POLICY X LOC S AUTOMOBILE LIABILITY COM ANYAUTO BODILY INJURY(Par pm n) E ALL O6OWNED SCHEDULED BODILYINJURY(Peracddan0 tAUTOS HIRED AUTOS ANSD 6 t X UMBRFI I•LU16 X OCCUR EACH OCCURRENCE S 1,000,000 A EXCESSLU18 CLAIMS-MADE - AGGREGATE 1,000,000 D I X I RETENTION 5,00 8-791-150-02 12/2013 /12/2014 S B WORNr?RS COMPENSATION x X FW TA OTH- AND EMPLOYEW LIABILITY M. ANYP IEEXCLUDED? PAA Ecun'® N/A E.L.EACH ACCIDENT $ 11000,000 MyaxnddMInNH) 3052240 11/2013 /11/2014 E.L.DISEASE-EAEMPLOYE S 11000,000 0'0DEStRIOFOPERATIONSblowELDISEASE-POLICYLIMIT S 11000,000 DESCRIPTIONOF OPERATIONS/LOCATIONS IVEHICLES(Aaseh ACORD 101,A"Mosal Rsmadw Sche&d%Ifmorsspace R r"uirodl CERTIFICATE HOLDER CANCELLATION 321)868-1247 SHOULD ANYOF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE Will BE DELIVERED IN City of Cape Canaveral ACCORDANCE WITHTHE POLICY PROVISIONS. 7510 N Atlantic Ave Cape Canaveral, FL 32920 AUTHORIZEDREPRESENTATIVE F Juarez/ERYNZA ACORD 25(2010/05) 01985-2010 ACORD CORPORATION. All rights reserved. INS029 rmmlat i m Thin AP.nRrl name antiInnn aro ranleforari marine of Ar:nRn A CERTIFICATE OF LIABILITY INSURANCE r 11/7/2M2001Y3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED.BY;THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S);'AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: Ifthe certtilmli holder Is an ADDITIONAL INSURED,the POW(*must be endorsed. If SUBROGATION IS WAIVED,sub)eot to the tenns and conditions ofthe policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder In Houofsuch endorserne s. PRODUCER Pam Watson Brown & Brown of Brevard PFIONZ , (321)757-8686 F (321)737-8647 7341 Office Park Place Suite 202A Iw s APFORDe1GCOVERAGE NAICS Melbourne FL 32940 Old Dominion Insurance Co piSURED RER :FM Mutual Insurance Company. 0385 Doug gambol's Plumbing, Inc. INSURERC: 4190 Dow Road D: E, Melbourne FL 32934 COVERAGES CERTIFICATE NUMBER'CL1311712076 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PM suaRjRTYPEOFINSURANCEPOLICY y LIMITS GENERALUABWTY EACH. RRENCE-- COMMERCIAL GENERALLUV3ILITYOAMA IFtpmffamlS CLAIMBMADE OCCUR MEDEXP n one Orson $ PERSONAL4 ADV INJURY S GENERALAGGREGATE $ GEMLAGGREGATE LIMIT APPLIES PER:PRODUCTS-COMPIOPAGG S POLICY M T& F1 LOC S AUTOMOBILE LIABILITY 1 0 0003_ AANY AUTO 8=LYINJURY(PerpwsoM s OWNED AAUUTOSS AUTOS Q56428 12/2013 /12J2014 BODILY INJURY(Persddant) S X HIREDAUTOS X NON-OWNEDAUTOS S X Undsdmnedmatoft 500,000 UMBRELLA LIABRE EACH OCCURRENCEEXCESS I MADE AGGREGATE S B WORKERSCOMPENSATION ST ANDE4PLOYSRS'LIABILITY' Yi NANYPROPRIETORIPARTNER11PECUnVE EL EACH ACCIDENT $ 11000,000OFMCER&IMSER EXCLUDED? 0 NIASLndOMInNH) 940-003014$r2Q14A 11/2014 /11/2015 EL DISEASE-EA EMPLOYE S 1.000.000IywdasalGunder DESf RiPT10N OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTIONOF OPERATIONSILOCATIONS IVEHICLES(ACa h ACORD101,AddMmnel RinvwMSdwd^I mom spec N mgWmd) CERTIFICATE HOLDER CANCELLATION SHOULDANY OFTHEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Cape Canaveral ACCORDANCE ViRTH THE POLICY PROVISIONS. Building Department 7510 N Atlantic Ave AyT110R12EDREPRESPNTATMIE Cape Canaveral, FL 32920 Pfu k Cobb/PAM ACORD 26(2010/06) 1988-2010 ACORD CORPORATION.All rights reserved. INS026nntrwun M Tho er:nRn names and Inns anp ranletarM markt of ArnRn BREVARD COUNTY BUSINESS TAX RECEIPT ACCOUNT NO. 2013 2014 SUBJECT TO COUNTY ZONING RESTRICTIONS 885001372 TAX RECEIPT SHOULD BE DISPLAYED ON PREMISES THE PERSON(S),OR ENTITY BELOW: BUSINESS PERIOD: OCTOBER 1, 2013 - SEPTEMBER 30,2014 EXPIRES: SEPTEMBER 30,2014 DOUG HAMBEL'S PLUMBING INC ISSUEDPURSUANTANDSUBJECTTOFLORIDASTATUTESAND BREVARDCOUNTYCODE ISSUANCE DOESNOTCERTIFYCOMPLIANCEWITH ZONING OR OTHER LAWS. 4190 DOW RD BUSINESS TAX RECEIPTIS SUBJECTTO REVOCATION FORZONING VIOLATIONS,ANDIOR FAILURE MELBOURNE FL 32934 TOMAINTAIN REGULATORY PRE-REQUISITESAS REQUIRED FOR BUSINESSCLASSIRCATION(S),OR SUBSEQUENT ACTIVITIES. NOTIFYTAX COLLECTOR UPON CLOSING OF BUSINESS, A PERMIT ISREQUIREDTO ADVERTISE pmkft with signage)"GOING OUT OF BUSMEST. LISA CULLEN,CFC,Brevard County Tax Collector LOCATION: P 0 Box 2500,Titusville,Florida 32781.2500 321)264.6910 4190 DOW RD UPON A CHANGE OF OWNERSHIP OR LOCATION,UNINCORP.DISTR.5,FL 32934 BUSINESS TAX RECEIPT SHOULD BE TRANSFERRED WITHIN 30 DAYS. OWNED BY: PROF. LICENSE REQUIRED DOUG HAMBEUS PLUMBING INC DOUG HAMBEL CFC057818 BUSINESS CLASSIFICATIONS,DISCLAIMERS,AND RELATED FEES: EXEMPTIONS: NON EXEMPT PENALTY 00 300480 PLUMBING CONTRACTOR 820005 2013-2014 RECEIPTAMT 37.00 A . i PAID 08/ 11347. ias BRANCH OFFICES: Merritt Island Office,1450 N.Courtenay Pkwy,Merritt Island,FL 32953 Melbourne Office,1515 Sarno Road,Melbourne,FL 32935 Palm Bay Office,450 Cogan Dr.SE,Palm Bay,FL 32909 i MAIN OFFICE: 400 South St.,6th Floor,Titusville,FL 32780 (321)264-8910, (321)633-2199,ext.46910 M-TMCrr-PI n STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION' INDUSTRY LICENSING BOARD 850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 HAMBEL, DOUGLAS WILLIAM DOUG HAMBEL'S PLUMBING INC 4190 DOW ROAD MELBOURNE FL .32934 I i i BfikELfF FE DR1 d t .- " ^• Congratulationsl With this license you become one ofthe nearly one million IFloridianslicensedbytheDepartmentofBusinessandProfessionalRegulatlon Ourprofessionals and businesses_range from architects to yacht brokers,from boxers.to barbeque restaurants,.and they.keep Flo.[isser.Qnomy sttronai_ GFC,13578'1a 008132 ; - Every day we work to improve the way we do business in order to serve you better For Information about our services,please log onto www.myfloridalleense.com. DR There you can find more information about our divisions and the regulations that wimpactyou,subscribe to department newsletters and learn more about the 15 Departments initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. g rSRR`TFD 3 1891Thankyoufor'doing business in Florida,and congratulations on your new license! r DETACH HERE HtS DOCUMENT HAS - . - s4. TRY F t / ,- rl 9INISS Pat© .ST I + G'YJ.1'1ION 0BrJ.4`0373 ' 3C RE 44 t ac er; thea ov :saons oha Exp rat,.on rim a 2 MGi 431, _2.0-14 {a r tlip fDOIIGPl B PIiDCY NC4. S .a4t9VDOWROAD Bd r . t, yR.lt_iiR'.a1 l y) OT N, r.. RET riAWSQN O;lrl$TOR SLCRE'I'ARY nrecai nvne:oenr ID= owr•nAnI Form W-9 Request for Taxpayer Give Form to the 04ev.August 201 Identification Number and Certification requester.DO not I a svt. sarwr' send to the IRS. Name(as shownon your income tax return) Doug Hambel's Plumbing,Inc. ni Business nameldiaregarded entity nine,ifdifferentfrom above d Check appropriate box forfederaltax classification: Exemptions(see Instructions): xp IndIvIduaysoleproprietor CCorporation O SCorporation Partnership Tholfestote p Exempt payee code(Ifany) Limited liability company.Enterthetax classification(C C corporation,S-S corporation,P-partnership) Exemption fromFATCA reporting code Ofarty) o E] Other(am instructions) Address(number,street,and apt.orsuite no.) Requester's name and address(opdonaQ 4180 Dow Road City,state,andZIP code Melbourne,FL 32834 List account numbers)here(optional) Taxpayer Identification Number N Enter yourTIN in the appropriate box.TheTIN provided must match the name given on the"Name"line Social y number to avoid backup withholding Forindividuals,this is yoursocialsecurity number(SSM However,fora residentalien;soleproprietor,-ordleregarded entity;-seethe Part[instructions on PA 3:Forother entities,it isyour.empbyer identification number(EIM.Ifyou do not have a number,see How to geta TIN on page 3. Nota If the account is in more than one name,seethe charton page 4 for guidelines on whose Employer identification number numberto enter. 5 8 - 3 1 0 1 0 1 1 1 8 8 6 iuMM Certification Under penalties of perjury,Icertifythat 1. The number shown on thisform is my correct taxpayer identification number(or I am waiting for a number to be Issued to me),and 2. 1 am not subject to backup withholding because:(a)i am exempt from backupwithholding,or(b)I have not been notified by the Internal Revenue Service ORS)that 1 am subject tobackup withholding as a result of a failure to report all Interest or dividends,or(c)the IRS has notified methat I am no longer subject to backup withholding,and 3. 1 am a U.S.otban or other U.S.person(defined below),and 4.The FATCAcode(o)entered on this form(if any)indicating that I am exempt from FATCA reporting is correct. CertiNcetiort Instructions.You must cross out ftem 2 above If you have been notified by the IRS that you arecurrently subject to backup withholding because you have failed to report all interest and dividends on your tax return.For real estate transactions,stern 2 does not apply.For mortgage Interest paid,acquisttion orabandonment of secured property,cancellation of debt,contributions to an individual retirement arrangement ORA),and generally,payments otherthan interest and dividends,you arenot required to sign thecertification,but you mustprovide your correct TIN.See the instructions on page 3. tn I Sfgniu.of h/!r wDereU.S.person 10- A Dat. V7 /Wl General Instructions ei Il withholding tax onforeign partners'shareofeffectively connected income,and Sectionreferences areLnthe Internal Revenue Code unless otherwiserested. 4.Certify that FATCA cods(s)enteredonthisform(ifany)indicatingthat you are exemptfrom the FATCA reporting,is correct. Futuredevelopments.The IRS has createda page on IRS.gov forinformation Note.ifyouare a U.S.personanda requestergives you aform otherthan FormaboutFormW-9,atwwwJrsgovAv9.Iniarnedon about any futuredevelopments W-9torequest your TiN,you mustuse the requester's form If itissubstantiallyaffectingFormW-9(such as kuglaisdon enacted afterwe release 1l)will be punted similartothis FormW-9.on that page. DefinRbn ofa U.S.person.For federal tax purposes,you are considered a U.S. Purpose of Form person Ifyou are: Aperson whois required to thean Information return withthe IRS must obtainyour -An individualwho is a U.S.dozen or U.S.residentalien, correct taxpayer identification number(TIM to report,forexample,Income paid to -Apartnership,corporation,company,orassociation crested ororganized in the you,payments madeto you in settlementofpayment card andthird party network United States orunder the laws ofthe United States, transactions,real estatetransactions,mortgage Interestyoupaid,acquisition or -Anestate(other than aforeign estate),orabandonmentofsecuredproperty,cancellation of debt,or contributions you madetoanIRA. Adomestic trust(as defined inRegulations section 301.7701-7). Use FormW-9 only if you are a U.S,person(including a resident alien),to Special rulesfor partnerships.Partnerships that conductatrade orbusiness in provide your correctTiNto the person requeeft it(tisrequester)and,when the United States are generally requiredtopay awithholdingtax under section apple,to: 1446 on any foreign partners'shereof effectively connected taxable incomefrom to 1.CertifyIssued),thattheTIN you aregiving iscorrect(oryouarewaitin for a number such lebusiness. dr Further.in certain casae where h ForthW-9 hes notbeen received.g the rases under section 1446 reqube a partnership to presume that a partner le a foreign parson,and paythe section 1446 withholding tax.Therefore,ifyou aro a 2.Certify thatyou are notsubject to backup withholding,or U.S.personthatisapartnerIn a partnershipconducting a trade or business In the 3.Clam exemption from backupwithholding Ifyou are a U.S.exempt payee.it United Steres.provide Form W-9tothe partnershiptoestablish your U.S.status applicable,you are also certifying that asa U.S.person,your allocable shareof and avoid section 1446withholdingon your stare of partnershipincome. any partnership incomefroma U.S.tradeorbusiness Isnotsubject to the Cel No.10231X Form W-9(Rev.6-2013) BCPAO-Prdperty Details 2/24/14 9:30 AMqvcoketSh ada sv A- Dana Blickley, CFA 0 o Rrop Property Brevard Count FL Details Fg7Y ApypP General Parcel Information Parcel ID: 24-37-14-28-00000.0- Millage Code: 26G0 Exemption: Use Code: 1000OOOA.10 Site Address: 139 OAK LN CAPE CANAVERAL 32920 Tax ID:12429674 Site Address is assigned by Brevard County Address Assignment for E-911 purposes and may not reflect the postal community name. Owner Information Abbreviated Descri tion Owner Name: SHEROPA LLC Plat Sub PART OF LOTS A Second Name: Book/Page: Name: & B AS DESC IN 0001/0022 TEUTONS ORB 5282 PG Mailing Address:1400 HARBOR DRIVE SUBD 1103 City, State, Zipcode:I CAPE CANAVERAL, FL 32920 Value Summary Land Information Roll Year: 2011 2012 2013 Acres: 0.24 Market Value Total:1 $13,500 $13,500 $13,500 Site Code: 1 Agricultural Market Value: 0 0 0 Land Assessed Value Non-School: $13,5001 $13,500 $13,500 Value: 13,500 Assessed Value School: $13,500 $13,500 $13,500 Homestead Exem tion:2 0 0 0 Additional Homestead:2 0 0 0 Other Exem tions:2 0 0 0 Taxable Value Non-School:3 $13,500 $13,500 $13,500 Taxable Value School:3 $13,500 $13,500 $13,500 1: Market value is established for ad valorem purposes in accordance with s.193.011(1) and(8), Florida Statutes. This value does not represent anticipated selling price for the property. 2: Exemptions are applicable for the year shown and may or may not be applicable ifan owner change has occurred. 3: The Additional Homestead exemption does not apply when calculating taxable value for school districts pursuant to Amendment 1. Sale Information Official Records Sale Deed Sale Sale Physical Book/Page Sale Date AmountScreening Screening Vacant/ImprovedTypeChangeCodeCodeSource 6921/2632 6/28/2013 $125000 WD 05 V 6128/1708 3/12/2010 100 C 11 V 5941/2041 4/24/2009 100 C 11 V 5282/1103 5/5/2004 100 C V 5095/2898 9/26/2003 $105,0001 WD PT V 3249/2866 11/1/1992 0 C IV Sale screening and sale screening source codes are for assessment purposes only and have no bearing on potential marketability of the property. https://www.bcpao.us/asp/Show-parcel.asp?acct=2429674&gen=T&tax=...th=T&sal=T&Ind=T&leg=T&GoWhere=real_search.asp&Search8y=Address Page 1 of 2 BCPAO-Property Details 2/24/14 9:30 AM Propos d Taxes 2013 Rollback Taxes 2013 Taxing Authorities Ad Valorem Taxes Billed Taxing Authorities Ad Valorem Taxes Billed County: 76.70 County 74.95 School:102.68 School 105.24 City and/or MSTU: 55.00 City and/or MSTU 52.79 Water Management: 4.43 Water Management 4.43 Special District: 0.47 SP District 0.45 Debt Payment: 1.56 Debt Payment 2.13 Total Ad Valorem:240.84 Total Ad Valorem 239.99 Data Last Updated: Monday, February 24, 2014- Printed On: Monday, February 24, 2014. https://www.bcpao.us/asp/Show-parcel.asp?acct=2429674&gen=T&tax=...th=T&sal=T&Ind=T&Ieg=T&GoWhere=real_search.asp&SearchBy=Address Page 2 of 2 CFN 2013154686, OR BK 6921 Page 2632, Recorded 07/12/2013 at 01:48 PM, Scott Ellis, Clerk of Courts, Brevard County Doc. D: $875.00 Preparedby: Michele Brenner Landmark Title Agency,Inc. 400 East Merritt Avenue,Suite D Merritt Island,Florida 32953 File Number. 13-11873 A General Warranty Deed Made thisJune26,2013 A.D.By ANTHONY FILLICHIO and CATHERINE FILUCHIO,husband and wife, whose mailing address is: 6 Minnetonka Road,Sea Ranch Lakes,FL 33308, hereinafter called thegrantor,to SHEROPA,LLC,a Florida Limited Liability Company whose post office address is: 400 Harbor Drive,Cape Canaveral,FL 32920, hereinafter called the grantee: Whenever usedherein the teen"grantor"and"grantee"include alltheparties to this instnmsent and the heirs,legal representatives and assigns of individuals,and the successorsand assignsofcorporations) Witnesseth,thatthe grantor,for and in consideration ofthe stun ofTen Dollars,($10.00)and other valuable considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases,conveys and confirms unto thegrantee,all that certain land situate in Brevard County,Florida,viz: SEE EXHIBIT"A"FOR LEGAL DESCRIPTION ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE. THE PROPERTY HEREIN DESCRIBED IS VACANT AND UNIMPROVED LAND. Parcel ID Number:24-37-14028-A10;24-37-14-28-A25;24.37-14-28-A26 and 24-37-14-28-A27. Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby fully warrants the title to saidland and will defend the same against the lawful claims ofall persons whomsoever;and that said land is free of all encumbrances except taxes accruing subsequent to December.31,2013. In Witness Whereof, the said grantor has signed and sealed these presents the day and year first above written. Signed sealedand delivered in ourpresence: Seal) WfHONY I ICHIO Witness Printed Name %P- 0.v Address:6 Minnetonka Road Sea Ran It Lakes,FL 33308 CATHERINE FILLICHIO mo - AWitnessPrintedNaeC. Address:6 Minnetonka Road,Sea Ranch Lakes,FL 33308 State of Florida Countyof baa.:creL The foregoing instrument was acknowledged before me.this 28 day of June,2013,by ANTHONY FILLICHIO and CATHERINE FILLICHIO,husband and wife,who is/are personally known to me or who has produced as identification. Notary Public 6_VrPrintName• MyCommission Expires TT.-STAF/iPAION sYCOtatI55gNfEEt EXPInES:Jenuary8,2017 am0ae7MUNrtay RLtcUdwmMs DEEDIndividual Warranty DeedwithLegal on Schedule A OR BK 6921 PG 2633 OChicago Title 11wwraoce.Company order No.: 4407995 Customer Reference: 13-11873 A EXHIBIT"A" Parcel # 1 Commence at the Northeast corner of Lot B, according to the Plat of Tutens Subdivision recorded in Plat Book 1, page 22, of the Public Records of Brevard County, Florida. Thence run S.000 54'29" E along the East line of said Lot B, a distance of 66.00 feet, thence run N.890 38'33"W and parallel to the North line of said Lot B, a distance of 510.10 ft. to the Point of Beginning; Thence continue along said line a distance of 80.00 feet, thence run N.000 54'29" W a distance of 128.50 feet, thence run 5890 33" E a distance of 80.00 feet, thence run S.000 54'29" E a distance of 128.50 feet to the Point of Beginning. Parcel # 2 Commence at the Northeast corner of Lot B, according to the Plat of Tutens Subdivision recorded in Plat Book 1, page 22, of the Public Records of Brevard County, Florida. Thence run 5.000 54'29" E along the East line of said Lot B, a distance of 66.00 feet, thence run N.890 38'33" W and parallel to the North line of said Lot B, a distance of 590.10 feet to the Point of Beginning; Thence continue along said line a distance of 116.20 feet, thence run N. 000 54' 29" W a distance of 128.50 feet, thence run S. 890 38'33"E a distance of 116.20 feet, thence run S. 000 54'29" E a distance of 128.50 feet to the Point of Beginning. Parcel # 3 Commence at the Northeast corner of Lot B, according to the Plat of Tutens Subdivision recorded in Plat Book 1, page 22, of the Public Records of Brevard County, Florida. Thence run S. 000 54'29" E along the East line of said Lot B, a distance of 66.00 feet, thence run N. 890 38'33" W and parallel to the North line of said Lot B, a distance of 706.30 feet to the Point of Beginning; Thence continue along said line a distance of 80.00 feet, thence run N. 000 54'290 W a distance of 128.50 feet, thence run S. 890 38'33" E a distance of 80.00 feet, thence run S.000 54'29" E a distance of 128.50 feet to the Point of Beginning. Parcel # 4 Commence at the Northeast corner of Lot B, according to the Plat of Tutens Subdivision recorded in Plat Book 1, page 22, of the Public Records of Brevard County, Florida. Thence run S. 000 54'29" E along the East line of said Lot B, a distance of 66.00 feet, thence run N. 890 38'33" W and parallel to the North line of said Lot B, a distance of 786.30 feet to the Point of Beginning; Thence continue along said line a distance of 94.00 feet, thence run N.000 54'29" W a distance of 112.00 feet, thence run S. 890 38'33" E., a distance of 94.00 feet, thence run S. 000 54"29" E a distance of 112.00 feet to the Point of Beginning. Copyright American Land Title Association. All rights reserved. e The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Commitment(6/17/06)(with FL Modifications) 5 of 5 r JOHN A.MAIL P.E.,LLC Civil Enginearing/Consulting 102 Columbia Drive Suite 207 CapeCanaveral,FL 32920 Office Phone:321-613-2959 Cell Phone: 321-288-1040 johnpekarpe@gmail.00m olias. gae d j,+ Rod Flow* roNBowe@gmalcom Office Manager Cell Phone: 321-403-9899 July 3,2014 TO:Karl Baumann FROM: John A.Pekar,PE SUBJECT: Site Plan Review Comments 135 and 139 Oak Lane Per your request,we offer the following comments for the two site plans. General Overview: Oak Lane is a dirt roadway that has no drainage and does not meet Fire Code's 20' minimum access. On the north side ofthe dirt road stormwater ponds in front yards. Topography on Oak Lane slopes from east to west,with the western areas being a wetland. Low impact development designs could work for these lots ifproper soils are encountered and adequate storage areas are provided for. In both cases,limited information has been provided so only general engineering comments are noted. 135 Oak Lane Landscape Plan 1. Based on Stormscaping manual for minimizing wind damage in Florida: a. Chinese Fan Palm has medium wind tolerance based on height of palm. b. Foxtail Palm does very well in high winds. 2. The retention pond should have an engineering design as soils in this area appear to drain slowly. The outfall for the retention basin is also limited as no drainage exists along Oak Lane. Ifthe pond is shallow it will become a weed bed and back onto site. 3. The sanitary sewer line is on the north side ofOak Lane. 4. It is good that the housepad is 24"above dirt road grade. Depending on drainage design,this yard may have shallow wet areas,during summer season. This landscape plan is acceptable. 139 Oak Lane Drainaee Plan 1. The single drainage plan is missing information such as: a. Soil types and groundwater(seasonal high). b. Limits ofpaving on Oak Lane. c. Drainage swales or drainage systems for Oak Lane. Page 135/139 Oak Lane July 3,2014 Plan Reviews d. Drainage outfall areas. e. Drainage calculations to support design. f Size of connecting drainage culvert,type of pipe and cover. 2. Based on limited topography,this system might overflow onto adjacent property. 3. Shallow retention pond system(if in poor soils)will become weed bed. 4. Is rear of property drainage to adjacent property? Without the above information,I cannot approve this drainage plan. If you have any further questions please call. Sincerely, 1 c' John A.Pekar,P.E. JAP:rmf JOHN A.PEKAR,P.E.,LLC Civil Engineering/Consuhing 102 Columbia Drive Suite 207 Cape Canaveral,FL 32920 Office Phone:321-613-2959 Cell Phone: 321-285-1040 johnpekarpe@gmail.00m jfo iv.xj P Rani Flowe rooi5owe@gmail.com Office Manager Cell Phone: 321-403-9899 July 3,2014 TO:Karl Baumann FROM: John A.Pekar,PE SUBJECT:Site Plan Review Comments 135 and 139 Oak Lane Per your request,we offer the following comments for the two site plans. General Overview: Oak Lane is a dirt roadway that has no drainage and does not meet Fire Code's 20' minimum access. On the north side of the dirt road stormwater ponds in front yards. Topography on Oak Lane slopes from east to west,with the western areas being a wetland. Low impact development designs could work for these lots if proper soils are encountered and adequate storage areas are provided for. In both cases,limited information has been provided so only general engineering comments are noted. 135 Oak Lane Landscape Plan 1. Based on Stormscaping manual for minimizing wind damage in Florida: a. Chinese Fan Palm has medium wind tolerance based on height of palm. b. Foxtail Palm does very well in high winds. 2. The retention pond should have an engineering design as soils in this area appear to drain slowly. The outfall for the retention basin is also limited as no drainage exists along Oak Lane. If the pond is shallow it will become a weed bed and back onto site. 3. The sanitary sewer line is on the north side ofOak Lane. 4. It is good that the housepad is 24"above dirt road grade. Depending on drainage design,this yard may have shallow wet areas,during summer season. This landscape plan is acceptable. 139 Oak Lane Drainage Plan 1. The single drainage plan is missing information such as: a. Soil types and groundwater(seasonal high). b. Limits of paving on Oak Lane. c. Drainage swales or drainage systems for Oak Lane. Page 135/139 Oak Lane July 3,2014 Plan Reviews d. Drainage outfall areas. e. Drainage calculations to support design. f. Size of connecting drainage culvert,type ofpipe and cover. 2. Based on limited topography,this system might overflow onto adjacent property. 3. Shallow retention pond system(if in poor soils)will become weed bed. 4. Is rear of property drainage to adjacent property? Without the above information,I cannot approve this drainage plan. If you have any further questions please call. Sincerely, John A. Pekar,P.E. JAP:rmf City of Cape Canaveral Plan Review Request for Information Application # 14-06069 Address: 139 Oak Lane Date: 6/27/2014 FPage of Contact Chad Gressoni — Turnkey Const. FAX:Email: BrandyTorres81@yahoo.com Person: Item # Dwg # Code Code Sec. PE Request: 01 1 of 4 FBCR M1502.3 KB Termination of dryer duct 02 1 of 4 FBCR M1507.3 Table KB Kitchen Exhaust Rates 03 Landscape CC 90-162 KB See City Engineer comments attached 04 N/A I SatisfV Fire Department requirements as part of Zoning Variance 05 3 of 4 FBCR R401.4 KB Soil Density Test to be provide prior to foundation inspections 06 4 of 4 FBCR R905 KB NOA Numbers for roof coverings, vents, underla ment, etc. 07 08 49521 CC 110-482 KB Utilities to be underground 09 N/A CC 66-81 KB Street Excavation Permit required 10 11 13 14 15 16 17 18 19 20 Fax back to 868-1247 or email k.baumann(a cityofcapecanaveral.org Thanks, Karl Baumann Plans Examiner/Building Inspector 321-338-5920 JOHN A.PEKAR,P.E.,LLC Civil Engineering/Consulting 102 Columbia Drive Suite 207 Cape Canaveral,Fl, 32920 Office Phone:321-613-2959 Cell Phone: 321-288-1040 johapekarpe@gmail.com f A,w 9'erEan; ? Rmi Flowe ronillowe@gmail.com GfficeManager Cell Phone: 321-403-9899 CITY OF CAPE CANAERAL DEVELOPMENT REVIEW COMMITTEE MEETING September 10, 2014 OAK LANE POTENTIAL DEVELOPMENT ALTERNATIVES GENERAL: As a first step, a City staff agreement on Oak Lane conceptual design should be made. Upon general agreement, a preliminary construction cost estimate should be performed to evaluate partnerships, grants, future City funding, etc. As a possible interim step, some partial development improvements might include: 1. Developer of lots to construct partial roadside swale on south side(in front of lots) and add culvert near cul-de-sac to drain into existing ditch to Canaveral North Drainageway. 2. Cul-de-sac should be stabilized for fire truck turnaround. 3. Developer should share cost of fire hydrant and water line extension. 4. Proposed lots to have density testing on fill. 5. City to develop long range capital improvement program to road. 6. Other staff inputs. 3 Karl Baumann From: Gary Stepalavich Sent: Tuesday,July 01, 201411:03 AM To: Karl Baumann Subject: FW: Oak Lane From: John Cunningham [mailto:jcunningham@ccvfd.oral Sent: Thursday, June 19, 2014 4:55 PM To: Gary Stepalavich Subject: RE: Oak Lane Gary, I think that we need to get something in writing stating that they will comply with the turn around and fire hydrant requirement prior to a CO being issued. All parties agreed around the table that they would do these things but there is no record of it. Thanks From: Gary Stepalavich [mai Ito:G.Stepalavich@cityofcapecanaveral.oral Sent: Thursday, June 19, 2014 4:09 PM To: John Cunningham Subject: RE: Oak Lane Do you want the site plan prior to permitting? From: John Cunningham [mailto:jcunningham@ccvfd.oral Sent: Thursday, June 19, 2014 4:07 PM To: Gary Stepalavich Subject: RE: Oak Lane Gary, We don't review one and two family homes as the code currently prohibits it. I would like them to submit a site plan showing the proposed fire hydrant and the proposed turn around at the end of the road. Also what to see the required fire flow for the largest of the 4 houses that they are building. Thanks From: Gary Stepalavich [mailto:G.Stepalavich@cityofcapecanaveral.orci Sent:Thursday, June 19, 2014 3:57 PM 1 To: John Cunningham Subject: Oak Lane John, Today I received two applications for new single family homes on Oak Lane.We are starting the permit review process on these. Does CCVD review these plans for smoke/CO detector locations or do I? Thanks, Gary Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request, unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request,unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request,unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request,do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request,unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request, do not send electronic email to this entity. Instead, contact our office by phone or in writing Florida has a very broad public records law. As a result, any written communication created or received by the City of Cape Canaveral officials and employees will be made available to the public and/or media upon request,unless otherwise exempt. Under Florida Law, email addresses are public records. If you do not want your email address released in response to a public-records request,do not send electronic email to this entity. Instead, contact our office by phone or in writing z n a/GENERAL PAVING AND DRAINAGE NOTES 1.ALLPAVINGAIDDRAINAGENPROVB,6lBSHALL CONFORMTO FOOTVSTANDARDSPECIFICATIONSOFROADANDBRIDGECONSTRUCTION,LATEST EDMON L kLEVATIONS REFERTONJMVJL AND. K I S.'HE OONIRACIMSHALLVERIFYBENpWUSCLOCATIONAND BOUNDARY 94.00 FAO OW EROSION CONTROL NOTES1.ALLGAaTe.EPMaNE,CABLE TV ANDPOWERLIES B1RALL8E INSTALLED is a'MELOCATIDNOFE]OSTFDUTRJTIESAREAPPRMWATEAS SIDWNANDITB DRAINAGE THECONTRACTORS RESPONSIBILITY TODETERMINETHE ExACTLOCATIONPRIORTO A.A LAND-DISTURBING ACTIVITYSHALLCONFORM TOCONSTRUCTIONNTHEIRVICINITYANDTONOTIFYUTILITYCOMPANIESBEPOlEEXISTINGTOPOGRAPHYANDSOILTYPESOASTO A DIO3Na I.ILLUNDERGROUNDUTILITIES ORCONDUITSFORTIO/MISTBE INSTALLED CREATETHELOWEST PRACTICALEROSION PROPOSED 1F 88 JRE SAGEANDSURFACE ARECONSTRUCTED. POTENTIAL DOW–DRIVE 7.ALLOILVFRMSHALL HAVEA FOOT MOMPTYCI UTTEREDEND SECTION I L OTHER NBERACTORESSHO ASILTsOiffNHENCEASSHOWNON THESE IL LAND-DISTURBINGACTIVITIESSHALL 13E A' ENCNEERINGPLANS PRIORTOSTARTOF CLEARING.INA MANNER MNIAAD9IG EROSION. a ILLSLOPESSTEEPERTHAN0.I SHALLBESODDED. f C.THE DISTURBEDAREAANDTHE DURATION OFBEXPOSURETOEROSIVEELEMENTSSHALLBEKEPT TO A PRACTICABLE MINIMUM. D.EROSION CONTROLMUSTBE STRICTLY MAINTAINED DURINGCUT AND FU OPERATIONS I E DISTURBED SOIL SHALLBE STABIL®ASQUICKLY C AS PRACTICABLE WHENEVER FEASIBLE,NATURAL VEGETATION SHALLBE RETAINED,PROTECTED AND 1 1/E'(MIN.)THICK FOOT TYPE Sall SUPPLEMENTED. i ASPHALTIC CONCRETE SURFACE F.TEMPORARY VEGETATIONOR MULCHING SHALL BErLILHoOIuHHeHEo000w+A(RWR COAT) COMPACTEDTO A MAXIMUM DENSITYAS EMPLOYED TO PROTECTEXPOSED CRLi1CALAREAS DETERLSNECBVAAARTAX DURING DEVELOPMENT.PERMANENT VEGETATION T-100 WITH Lei10L AND STRUCTURAL EROSION CONTROL c i PARCEL A.10N S E12"O.P. G.MEASURES SHALL BEINSTALLED AS SOONASVACANT2PRACTICABLE. PROPOSEDRESIDENCE87.00x80.07 oT PROPOSEDFAE,6.81 r H.ADEQUATE PROVISIONSMUST BEPROVIDED TO3WABOVEROAD3IMINIMIZEDAMAGEFROMSURFACEWATERTOTHE a; CUT FACEOF EXCAVATIONS ORTHE SLOPING d SURFACE OF FILLSTOTHEEXTENT NECESSARY, SEDIMENT INRUNOFF WATER MUST BETRAPPEDBY THE USE OF DEBRIS BASINS,SEDIMENT BASINS,SILT Z I i TRAPS OR SIMILAR MEASURES UNTILTHE DISTURBEDZAREAISSTABILIZED. I.CUTSAND FILLSMUSTBECONSTRUCTED IN SUCHA y MANNERTHATEROSION AND RUNOFF FROMTHE SITE 0 S 1!STABL®SU0BASEODAPACT®TO DOES NOTENDANGERADJOINING PROPERTY. J" 0%WU!•BaTI DBIBRYAB DEIEIYIED J.FILLS MAYNOT ENCROACH UPON NATURAL BY AABATAL T-100 MODFIEDPROCTOR WATERCOURSES OR CONSTRUCTED CHANNELSINA. WHINLPR 4L MANNERSOASTO ADVERSELY AFFECTOTHER ?, I PROPERTYOWNERSWITHOUT ADEQUATE PROVISIONS FOR AN EQUIVALENT ALTERNATE SYSTEMWITH A o I NEW PAVEMENT DETAIL POSITIVE OUTFALL_I K ALL R.O.W.-S,WATERWAYS,STREETSAND SIDEWALKS MALL BE BUFFEREDBYATWENTY FOOTWIDE STRIP OF GRASS OROTHERSUITABLE) 1, MEANS. J OFT, LGRADING EQUIPMENT MUST CROSS FLOWING SF SF SF STREAMSBy MEANSAIF BRIDGES OR CULVERTS EXCEPTWHEN SUCH METHODSARENOT FEASIBLENW38WW94•00 AND PROVIDED INANYCASE,THATSUCH CROSSINGS DRAINAGE PLAN 3110'CONCRETE PAVERS PERAsrMC«RB ARE DEPTTOAMINIMUM AND SEDIMENTATIONMAINTAINSTRAIGHTPATTERNLINESW/ TSBETWEEN 1/16"TO311W,FILLGAPS ATEDGEOF PAVEMENTW/ CONTROL DEVICES ARE PROVIDED. EDGEICUT PAVERS M.HAY SALES ORFABRIC FILTERWILLBE PLACED BEDDINGAND SANDJOINTS PERASTMC33 ALL ALLINLETS PRIORTO AND ASTMC 144 BEDDING NOTTO EXCEED 1 10 THIDIOESS-LOVII AMPLITUDEVIBRATE CAPABLEOF LEGEND 5000 FOUT-POUND.75700HZaX)NOTVIBRATE 3 Fr.OFUNRESTRAINED EDGES f' W r COOUINE BASE.,40 LBR SILTROW FINISH ELEVATION PER PLANEADINB(iNPF moro®enrne SF RKPOImDLTRFICE 00 - SLTROW a PnM1/110E RDNAnROn SPACNGFORTYPE 3SILTFENCE a• NT61®BO®CTTON TOBE 9'TW(SPACNO SILT RAW Mm IMTp FAV N0D11/E NOTE: y-- - TYP. PAVER DETAIL PLACE SILTFENCING AROUNDENTIRE PROPERTYANDASSHOWN ONPLAN PBNCPIE POST POSITION NTS POST OPTIONS: OPTIONALPOSTPOSITIONS 20TOWARD ROP) WOCO 21?MNOUL WOOD T xV OAK1 IM.1 117 QFILTER FABRIC ONa'MAXSPACING CONFORMANCE WITH1.99L.BS/FT. SEC.DDSFDOrSPEC.) 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New construction or existing New(From Plans) 9. Wall Types(2119.9 sqft.)Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1620.60 ft2 b.Frame-Wood,Adjacent R=11.0 205.33 ft2 3. Number of units,if multiple family 1 c. Frame-Wood,Exterior R=19.0 185.11 ft2 4. Number of Bedrooms 3 d.other(see details) R= 108.89 ft2 10.Ceiling Types (2063.0 sgft.) Insulation Area5. Is this a worst case? No a.Under Attic(Vented) R=30.0 2063.00 ft2 6. Conditioned floor area above grade(ft2) 2063 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 1. VVinaows(364.2 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 412.6 a. U-Factor: Sgl,U=0.34 338.22 ft2 SHGC: SHGC=0.29 b. U-Factor: Sgl,U=0.55 10.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.60 a.Central Unit 32.0 SEER:15.00 c. U-Factor: Gbl,default 16.00 ft2 SHGC: Clear,default 13.Heating systems kBtu/hr Efficiencyd. U-Factor: N/A ft2 a.Electric Heat Pump 27.5 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 6.977 ft. Area Weighted Average SHGC: 0.312 14.Hot water systems 8. Floor Types (2063.0 sgft.) Insulation Area a.Electric Cap:40 gallons EF:0.920a.Slab-On-Grade Edge Insulation R=0.0 2063.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits CF,Pstat Glass/Floor Area: 0.177 Total Proposed Modified Loads: 37.13 PASSTotalStandardReferenceLoads: 48.07 1 hereby certify that the plans and specifications covered by Review of the plans and 0V11 ST,grthiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisti Code. calculation indicates compliance with the Florida Energy Code. r fa+.R ED `u"Y: Before const Uction is completedff\LI/'llll DATE:this building will be inspected for compliance with Section 553.908 PillIherebycertifythatthisbuild' g,a il ed, is in compliance Florida Statutes. with the Florida Energy Co /// C{7 Wf- OWNER/A ENT: BUILDING OFFICIAL: DATE: DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist i 1/19/2014 3:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Turn2063D Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2063 Lot# 4 Owner: Total Stories: 1 Block/SubDivision: of Units:1 Worst Case: No PlatBook: Builder Name: Turn Key Construction Rotate Angle:270 Street: Permit Office: Cross Ventilation: County: Brevard Jurisdiction: Whole House Fan:City,State,Zip: Family Type: Single-family FI, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily TempV/Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range F!.,Cade Kenne-'v Ft- NASA SHUTTLI=_FG 7. 3790 70 75 747 66 I_nw BLOCKS Number Name Area Volume 1 Blockl 2063 16504 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2063 16504 Yes 3 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 220 ft 0 2063 ft2 0.4 0 0.6 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2235 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V Type Ventilation Vent Ratio(1 in)Area RBS IRCC 1 Full attic Vented 300 2063 ft2 N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 2063 ft2 0.11 Wood 1/19/2014 3:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 1 7 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt TO Wall Type SpaceR-Vaue Ft n Ft n Area 1 W=>S Garage Frame-Wood Main 11 11 9 4 102.6666 0.23 0.75 0 2 S=>E Garage Frame-Wood Main 19 2 8 9 4 24.88888 0.23 0.75 0 3 W=>S Garage Frame-Wood Main 11 11 9 4 102.6666 0.23 0.75 0 4 S=>E Exterior Frame-Wood Main 11 9 9 4 84 ft2 0 0.75 0 5 W=>S Exterior Concrete Block-Int Insul Main 4.1 11 0 11 121 ft2 0 0.75 0 6 N=>W Exterior Concrete Block-Int Insul Main 4.1 3 4 11 36.66666 0 0.75 0 7 W=>S Exterior Concrete Block-Int Insul Main 4.1 7 4 11 80.66666 0 0.75 0 8 S=>E Exterior Concrete Block-Int Insul Main 4.1 3 4 11 36.66666 0 0.75 0 9 W=>S Exterior Concrete Block-Int Insul Main 4.1 5 4 9 4 49.77777 0 0.75 0 10 S=>E Exterior Concrete Block-Int Insul Main 4.1 2 0 9 4 18.66666 0 0.75 0 11 W=>S Exterior Concrete Block-Int Insul Main 4.1 8 4 9 4 77.77777 0 0.75 0 12 N=>W Exterior Concrete Block-Int Insul Main 4.1 40 6 9 4 378 ft2 0 0.75 0 13 E=>N Exterior Concrete Block-Int Insul Main 4.1 13 0 9 4 121.3333 0 0.75 0 14 S=>E Exterior Concrete Block-Int Insul Main 4.1 4 0 9 4 37.33333 0 0.75 0 15 E=>N Exterior Concrete Block-Int Insul Main 4.1 17 8 9 4 164.8888 0 0.75 0 16 NE=>NW Exterior Frame-Wood Main 19 14 6 9 4 135.3333 0 0.75 0 17 N=>W Exterior Frame-Wood Main 19 5 4 9 4 49.77777 0 0.75 0 18 NE=>NW Exterior Concrete Block-Int Insul Main 4.1 6 0 9 4 56 ft2 0 0.75 0 19 E=>N Exterior Concrete Block-Int Insul Main 4.1 11 4 9 4 105.7777 0 0.75 0 20 S=>E Exterior Concrete Block-Int Insul Main 4.1 36 0 9 4 336 ft2 0 0.75 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W=>S Wood Main None 0.460000 3 6 8 20 ft2 2 W=>S Wood Main None 0.460000 3 6 8 20 ft2 3 N=>W Wood Main None 0.460000 3 6 8 12 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 270 degrees). Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W=>S 5 Metal Single(Clear)Yes 0.34 0.29 42 ft2 5 ft 2 in 1 ft 0 in Drapes/blinds None 2 W=>S 7 Metal Single(Clear)Yes 0.34 0.29 13.33333 8 ft 6 in 1 ft 0 in Drapes/blinds None 3 W=>S 9 Metal Single(Clear)Yes 0.34 0.29 19 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 4 W=>S 11 Metal Single(Clear)Yes 0.34 0.29 19 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 5 N=>W 12 Metal Single(Clear)Yes 0.34 0.29 8.888889 1 ft 4 in 1 ft 0 in Drapes/blinds None 6 E=>N 13 Metal Single(Clear)Yes 0.34 0.29 38 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 7 E=>N 15 Metal Single(Clear)Yes 0.34 0.29 96 ft2 12 ft 10 in 1 ft 0 in Drapes/blinds None 8 NE=>NW 16 Metal Single(Clear)Yes 0.34 0.29 45 ft2 10 ft 0 in 1 ft 0 in Drapes/blinds None 9 NE=>NW18 Metal Single(Clear)Yes 0.34 0.29 19 ft2 3 ft 0 in 1 ft 0 in Drapes/blinds None 10 E=>N 19 Metal Single(Clear)Yes 0.34 0.29 38 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 11 S=>E 20 None Glazed Block No 0.6 0.6 16 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 12 N=>W 17 Metal Single(Clear)Yes 0.55 0.6 10 ft2 28 ft 8 in 1 ft 0 in Drapes/blinds None 1/19/2014 3:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 505.9978 ftZ 494 ftz 64 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 2705.6 148.53 279.34 0.3650 9.8363 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 27.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 32 kBtu/hr 960 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS Supply---- Return----Air Percent HVAC# Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 412.6 ft Attic 103.15 Default Leakage Garage (Default) (Default)% 1 1 1/19/2014 3:32 PM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Coolin an r Feb Mar A r Ma rX Jun Jul AugSe ( Oct Nov Dec Heatin X Jan [ Feb NMar E Apr f May [ ]Jun 4 Jul E Au4 Sep [ ]Oct Nov fX Dec Venting1 Jan [[[ ]]]Feb Mar [Xl Apr [ May [[[ ]Jun [ Jul [ Aug [ Se [X]Oct Nov [ ]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78PM787878787878787878787878 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Wafts HRV Heating System Run Time Cooling System None 0 0 0 1 -Electric Heat Pum 0% 1 -Central Unit 1/19/2014 3:32 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#: FI, MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors =0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gad 31'kefu doors &outdoc! cc.mbust;on a:r. %Ausf cornplate en`e!cpe leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric)or shutoff(gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent 0 pool::, Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP) of= 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 1/19/2014 3:32 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. Fl, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1620.60 ft2 b.Frame-Wood,Adjacent R=11.0 205.33 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Exterior R=19.0 185.11 ft2 4. Number of Bedrooms 3 d.other(see details) R= 108.89 ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2063.00 ft2 6. Conditioned floor area(ft2) 2063 b.N/A R=ft2 7. Windows- Description Area c.N/A R=ft2 a. U-Factor: Sgl,U=0.34 338.22 ft2 11.Ducts R ft2 SHGC: SHGC=0.29 a.Sup:Attic,Ret:Attic,AH:Garage 6 412.6 b. U-Factor: Sgl,U=0.55 10.00 ft2 SHGC: SHGC=0.60 12.Cooling systems kBtu/hr Efficiency c. U-Factor: Gbl,default 16.00 ft2 a.Central Unit 32.0 SEER:15.00 SHGC: Clear,default d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency a.Eleca-k;Heai Pump 0.6 Area Weighted Average Overhang Depth: 6.977 ft. Area Weighted Average SHGC: 0.312 8. Floor Types Insulation Area 14.Hot water systems a.Electric Cap:40 gallonsa.Slab-On-Grade Edge Insulation R=0.0 2063.00 ft2 EF:0.92 b. N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits CF,Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above er saving features which will be installed (or exceeded) ho in this home before final insp ion./Otherwise, a new EPL Display Card will be completed based on installed Code co plian eat Builder Signature: Date: Address of New Home: VCity/FL Zip: (QJ?C( WV Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Jots: ( 2005 ) Brevord-Oak Ln. -2063 Rzo l ea / C1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_136 160 mph wind, 15.00 Ft meon hgt ASCE 7-10 CLOSED bldgq, not located within Bot chord 2x4 SP_#2_13B :B2 2x4 SP_#3_136: 13.00 Ft from roof edge, RISK Ck II, EXP , wind TC DC 4.2 psf, wind BC DL-5.0 Webs 2x4 SP_#3_138 psF. GCpi (+/-)=0.18 Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. a) #3 or better scob brace. Some size & BOX length of web member. Rttoch with Right end vertical not exposed to wind pressure. 10d Box or Gun (0.128"x3",m1n.)na1ls 0 6" OC.Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead load is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Special caremustbetakenduringhandling, shipping and installation of trusses. See MWFRS loads based on trusses located at least 15.00 ft. From roof edge. WARNING" note below. Left bottom chord exposed to wind. a Vi8' mi= 9'8" 9'3"15 1= 7 '0"1 W U LL X7 O 3X 3 X 4 5X7 6 n 0 12N 6 Xe III X a) 3'10"3 Cr) O O Ln zt_ CD 3 3X5 1 1 4X6 1113X8 B2 1114X6 (R) 13' 10" 31 ' 10" l 13' 10" 31 '13" I 45.8.. I R=552# Rw=564# U=301# RL=359/-290# W=8"R=1202# U=312# W=8" R i g i d Surface) Rigid Sul-Face) R=1785# U=576# W=8" LEFT RAKE = 1 ' 1"7 Rigid Surface) DESC. = C19' 1"y RIGHT SEOG= 4498144 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(OX)/0(0) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724SALE =0. 1625 WRRNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATINGy HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING FIND 6RACING) PUBLISHED SY TPI (TRUSS TC LL 20 .O R E F PLATE INSTITUTE, 583 0.ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SRFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS bTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7• O P DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYRTTRCHEORIGI41tla4woCEILING. .*IMPORTANT*+ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 - 0 PR& D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES GN,ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING Q Q EZ ane HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP LICABLE BC LL 3820 BobbiL --Titwvi&.FIcrida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERRSSOCIRTION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. 37 . 0 0/R LEN. 450800 Ph: (321)-383-0368 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321}-383-0362 ACCEPTTANCENbFPPROFESSIONALEENGINEERINGRRESPONSIBILITY SOLELY FORAL OTHEHTRUSSIS ACOMPONENTWING CATE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE SPECHRPNTYFTHNNRRN /T T N Job' (20 5f) Brevard-Ook Ln. -20163 Rzo I ea / C1B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 The maximum horizontal reaction Is 239# + Bot chord 2x4 SP_#1_138 :61 2x4 SP-#2-13B: Webs 2x4 SP_#3_136 160 mph wind, 15.00 ft mean hqqt, RSCE 7-10, CLOSED bldg, not locoted within 9.00FtfromrooFedge, RISK CRT II, EXP C, wind TC DL 4. psF, wind BC DL=5.0 psF. Lumber grades designated with -13B- use design values approved 1/30/2013 by RLSC GCpi (+/-)=0.18 Special loads DeFlection meets L/360 live and L/240 total load. Creep increase factor For dead Lumber Our.Foc.=1.25 / Plate Our.Fac.=1.25) load is 1.50. TC- From 56 IF at 0.00 to 56 IF at 11.00 TC- From 56 pIF at 11.00 to 56IpF at 23.46 MWFRS loads based on trusses located at least 7.50 Ft. From rooF edge. BC- From 20 pIF at 0.00 to 20 pF at 7.00 BC- From 20 IF at 7.00 to 20 IF at 7.18 BC- From 60 pIF at 7.18 to 60 pIF at 9.83 BC- From 60 PIF at 9.83 to 60 pIF at 12.25 BC- From 60 pIF at 12.25 t0 60 pIF at 14.82 BC- From 20 pIF at 14.82 to 20 pIF at 15.00 BC- From 20 pIF at 15.00 to 20 pIF at 22.33 Wind loads and reactions based on MWFRS.I 5X7 12 6 2X4 2X4 Ln Ln 0 ir) (n CD D (D 3X5 (B 3X5 (R1) 633 aI 3 Bl 5X X 22'4- 22'4 2'4" 22'4• I-{ r R=996# U=376# RL=240/-232# W=4" R=1058# U=419# W=8" Rigid Surface) Rigid Surface) RIGHT RRKE = 1 ' 17 DEFT, JIG CIB2'6"7 RIGHTSEOG= 4499165 PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(OX)/ D(0) OT Y= 2 TOTAL= 2 REV. 1 3.0 1 .05.07 2 4 SALE =0.2532 G SHIPPINNSTLLING ANDA BRACING.TRREFER TOOHIBE91X( HANDLINGETREME CAREINSTALLINGAANDIN FARICTING6RACING)HANDLI,I UBL I SHEDG 6YITPIA( TRUSS TC LL 20.0 REF PLATE INSTITUTE, 583 D'ONDFRID OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -O PR& DATE 01-16-2014 oi e iI PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS OOD CEILING. **IMPORTANT**FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-0 P-404-'r DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 0.0 PF2& MCHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 3620 Bobbi I-e-Tit-Me.Florida-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL TOT.LD. 37 .0 O/R LEN. 220400 Ph: (321-383-0366 EXCEPT AS NOTEDAPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321-383-0362 ACCEPTTANCETHIS NbFP . PROFESSIONALEENGINEERINGRRESPONSIBIILIAWINGS 160 TY SOLELY& FOROTHEHTRUSSIS ACOMPONENTWING CRTE DUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE SPECTHERPNTYTPTHNANSI/TPISECTION Job: (20 5$) Brevord-Oak Ln. -2063 Rzolea / C2 THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_136 160 mph wind, 15.00 Ft mean hgt RSCE 7-10 CLOSED bldg, not located within Bot chord 2x4 SP-#2-13B :B1 2x4 SP_#1_136: 13.00 Ft from roof edge, RISK CIT II, EXP 6, wind TC DC=4.2 psf, wind BC DL-5.0 Webs 2x4 SP-#3-13B psF. GCpl (+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loods and reactions based on MWFRS with additional C&C member design. a) #3 or better scob brace. Some size & BOX length of web member. Rttoch with Right end vertical not exposed to wind pressure. 10d Box or Gun (0.128"x3",min.)nolls 0 6- OC. Bottom chord checked for 10.00 psf non concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead load Is 1.50. WRRNING: Furnish a coppy of this DWG to the installation contractor. Speciol care must be token during hondling, shipping and installation of trusses. See MWFRS loods based on trusses located at least 15.00 ft. From roof edge. WRRNING" note below. Left bottom chord exposed to wind. f 10. e 9.8. 9.8•• 7'3••159'0"1 X7 o3X X7 =-3X4 1112X4 LO 0 12 Yl k2 O O LO U7 3 3X5 I'4' 11 111X6 )' B1 1114X6 (R) r 13' 10" 31 ' 10" I 13' 10" 31 '6" I 45.8.. i R=544# Rw=567# U=270# RL=346/-261# W=8"R=1192# U=356# W=8" Rigid Surface) Rigid Surface) R=1816# U=592# W=8" LEFT RRKE = 1 ' 1"7 Rigid Surface) DESC. I= C211 '4"1 RIGHT SEOG= 40498152 PLT. TYP.-WAVE DESIGN CRIT-FBC2OiORES/TPI-2007 FT/RT-20X(OX)/0(0) QTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE =0. 1625 AND BRACING.TRUSSESREFER TOOHIBE91 [ HANDLINGEXTREME EIN INSTALLINGAANDG6RACINGIi, G UBLISHEDG6YITPIALLING TRUSS TC ILL 20.0 REF PLATE INSTITUTE, 563 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .O DR TE 01-16-20144kutswoire. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI ODCEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 10•O PR& DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING Q,O EZHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APhICRBLE BC ILL 3620BobbiLare-Titusville,Florida-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. 37 .0 O/R LEN. 450800 Ph: (321}383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321x383-0062 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SAL ON THIS DRAWING INDICATE DUR.FRC. 1 . 25 JOB #: 20056ACCEPTANCEbFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE SPECTHRPNTYFTHNNRPRRN / T N Job' (20 56) Brevard-Oak Ln. -2063 Azalea / C2B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B 160 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP-#2-13B ft from roof edge, RISK CRT II, EXP C, wind TC DL 4. psf, wind BC DL-5.0 psf. Webs 2x4 SP-#3-13B GCpI (+/ )-0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. MWFRS loods based on trusses located at least 15.00 ft. From roof edge. Deflection meets L/360 live and L/240 total load. Creep increase factor For deadloadis1.50. 12' 4X4 1112X4 4X8 12 Q 6 2X4 L0 L0 CD In In 3X4 (Al) 4"3 3X8 =3X5 3X4 1113 X 6 22'4" I r(--22'4" R=B44# U=374# RL=77/-165# W=4" R=905# U=272# W=8" Rigid Surface) Rigid Surface) RIGHT RAKE = 1 ' 1"7 LEFT JIG = 13'2"8 RIGHT JIG = 11 '8"9 DESC. = C2B SEC = 449835 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(DX)/0(W O TY= 1 T OT R L= 1 REV. 1 3.0 1 .05.07 2 4=LE =0.3232 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) IUBLISHED SY TPI (TRUSS TC LL 2 O.O REF PLATE INSTITUTE, 583 D'ONDFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -0 PR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSS 001) CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-OP DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICRBLE BC LL 0 •O MC 3620BobtiLana-Titusville,Florida-32763 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MRDE OF 20GA ASTM R653 GR40 GRLV. STEELTOT.LD. 37 .0 0/A LEN. 220400 Ph: (321-383-0366 EXCEPT AS NOTED. RPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGOSITIONFax:(321)-383-0362 ACCEPTTANCENbFPPROFESSIONALEENGINEERINGCTORSPERRRESPONSIBILITY SOLELYAWINGS 160 A-Z. THE SFORFIL OTHEHTRUSSIS RCOMPONENTWING CRTE DU R.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE SPECIISTHRPNYFTHNNRANSI/TPIN 2. Job,: (20 50) Brevard-Oak Ln. -2063 Rzolea / C3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_136 160 mph wind, 15.00 ft meon hgt RSCE 7-10 CLOSED bldg, not located within Bot chord 2x4 SP_#2_136 Bi 2x4 SP M-31 13.00 ft from roof edge, RISK CAT II, EXP , wind TC DC'4.2 psf, wind BC DL-5.0 Webs 2x4 SP-#3-13B psf. GCpl (+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. a) #3 or better scab brace. Some size & BOY. length of web member. Attach with Right end vertical not exposed to wind pressure. 10d Box or Gun (0.126"x3",m1n.)nails 0 6" OC.Bottom chord checked For 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I f this DWG to the Installation contractor. SloadIs1.50. WARNING: Furnish o copy o p must be taken during handling, shipping and Installation of trusses. ectal care See MWFRS loads based on trusses located at least 15.00 ft. from roof edge. WARNING" note below. Left bottom chord exposed to wind. 12' 9'8" 7'8" -}-5'3"15 -}m 9 „0 1 5' 4 X7 X7 QX4 = X8 T 12 Ei4X6 I L0 N 6 a) a) 1113X4 (R) o P CSX 3'2"3 CD O 4'10"3 dI CD a 3X5 1.4..e III B1 1114XG (R) 13' 10" 35'2" I 13' 10" 34' 10" I 49' I R=536# Rw=546# U=277# RL=370/-313# W=B"R=1314# U=302# W=8" CR i 9 i d Surface) Rigid Surface) R=1959# U=582# W=8" LEFT RRKE = 1 ' 1"7 Rigid Surface) LEFT JIG = 13'6"14 RIGHT JIG = 7' 11" DESC. = C3 SEO = 449816 PLT. TYP.-WRVE DESIGN CRIT"FBC2010RES/TPI-2007 FT/RT"20XCDX)/0(D) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE =0. 1517 WRRNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HB-91 (HANDLING INSTALLING AND GRACING) f;USSLISHED 6Y TPI (TRUSS TC LL 20.OpR& RE F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 •Q PR& DR T E 01-16-2014 RU rG PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS 0 CEILING. *+IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-OPR& DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING Q,Q EZHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 3620 Bobbi Larne-Titusville,Florida-32763 PROVISIONS OF NDS (NATIONAL DESIGN SPECFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 6653 GR40 GALV. STEELTOT.LD. 37 .0 0/R LEN. 49 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED D THISFax:(320-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE kAL OHIS DRAWING CRTE RESPONSIBIILITY SOLELYFORTHETRUSSCOMPONEN7DU R.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RNID USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE SPEC ISTH R P N F TH N R P R RN / P T N Job; (20 56) Brevard-Oak Ln. -2063 Azo I ea / C3B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B :T2 2x4 SP_#3_136: 160 mph wind, 15.00 ft mean hqqt, RSCE 7-10, CLOSED bldg, not locoted within 9.00 Bot chord 2x4 SP-#2-13B :B2 2x4 SP M-31: ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_136 GCpi (+/ )-0.18 Lumber grades designated with -136" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. 1) 2x4x11-4-4 SP_#2_13B scob at left end. Attach scob to face of chord with: Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead 0.148"x3", min. nails 0 8" OC, P lus additional noel clusters at: BAG.: (0) , load Is 1.50. heel : (0) , 1st panel point: (0) . MWFRS loads based on trusses located of least 15.00 ft. From roof edge. 10' 12' 4" I 1112X4 3X4 4X8 12 T2 Q 6 3X5 c 3 X 4 U) U) C.0 CC) co co 3X4 (A 1) 4•-3 3X5 :3X8 B2 1112X4 111 X6 [R) 22' 4' I 22' 4" R=844# U=366# RL=86/-194# W=4"R=905# U=249# W=8" CR i g i d Surface) Rigid Surface) RIGHT RAKE = 1 ' 1"7 LEFT JIG = 11 ' 11 "3 RIGHT JIG = 13' 11 "6 DESC. = C3B SEO = 449836 PLT. TYP.-WRVE DESIGN CRIT•FBC201ORES/TPI-20D7 FT/RT-20X(DX)/0[01 O TY= 1 TOTAL= 1 REV. 1 3.0 1 .05.07 2 4=LE =0.2839 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATINGHANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) PUBLISHED 6Y TPI (TRUSS TC LL 20.0P R E F PLATE INSTITUTE, 563 D'ONOFRIO DR. SUITE 200L MADISON, WI. 53719) FOR SAFETY PRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC OL 7 .0 PP-11F' DATE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS 00D CEILING. **IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 O P DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL MC 3820 Bobbi Lane-Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GRLV. STEEL TOT.LD. 37 .0 O/A LEN. 220400 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321}-363-0362 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SAL ON THIS DRAWING INDICATE DUR.FAC. 1 .25 JOB #: 20056ACCEPTANCEbFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY TND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0 TYPE SPECTHRPNTYFTHNNRPERANSI/TPISECTION 2. Job; (20 5F) Brevard-Oak Ln. -2063 Azalea / C4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_138 :T6, T7, T8, T9 2x4 SP_#3_136: 160 mph wind, 15.00 ft mean hgt ASCE 7-10 CLOSED bidg, not located within Bot chord 2x4 SP_#2_13B :B2 2x4 SP_#3_136: 13.00 Ft from roof edge, RISK CAT II, EXP , wind TC DP_ .2 psf, wind BC DL-5.0 B3, B4 2x4 SP_#1_136: psf. GCpl (+/-)=0.18 Webs 2x4 SP_#3_138 Wind loods and reactions based on MWFRS with odditlonal C&C member design. Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure. o) #3 or better scab brace. Some size & BOX length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nolis 0 6" OC. Bottom chord checked for 10.00 psf non-concurrent live load. WARNING: Furnish o coppy of this DWG to the installotlon contractor. Special core Deflectlon meets L/360 live and L/240 total load. Creep Increase factor For dead must be taken during handling, shipping and installotlon of trusses. See lood is 1.50. WARNING" note below.MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Left bottom chord exposed to wind. N m m I— 4' 4"4'8"l r 14 . e.+. 9.8..5.8.. T M co X7 T6 E55X7 1112 X7 X8 OT7 Tg 12 6 N 5X a) Q)1113X4 (R) M O i 3'2"3 f CO 4'10-3 D 1. B 4 = 111 s 3X5 1`19 ItX4 W111"B36 (R) 13' 10" 35'2 I 14' 34' 10" 49' I R=548# U=289# RL=369/-312# W=8" R=1316# U=297# W=8" Rigid Surface)Rigid Surface) R=1935# U=541# W=8" LEFT RAKE = 1 ' 1"7 CRigid Surface) LEFT JIG = 15'9"12 RIGHT JIG = 6' 1 "1 DESC. = C4 SEO = 449817 PLT. TYP.-WAVE DESIGN CRIT-F8C20l0RES/TPI-2007 FT/RT-2DX(0Z)/0(0) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724 SALE =O. 1517 WARNING•+ TRUSSES REQUIREEXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. I REFER TO.H (HANDLING INSTALLING AND RACING), hBLISHED 6Y TPI (TRUSS TC LL 20.O REF PLATE INSTITUTE, 583 0 ONDFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -0PR& DATE 01-16-2014 rte• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RTTRCHED RIGIWOODCEILING. **IMPORTANT FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.RUSSBC DL 10-0P DRWG ALPINE ENGINEERED PRODUCTSYFAILURETO , INC. TRUSSES N SHALL NOT BE RESPONSIBLE FOR RNY DEVIATION FROM THIS ANSHIPPING, INSTALLINGHAND BRACINGOFOTRUSSES. NFORMANCE WDESIGNITH ICONFORMSRWITHI NG HANDLING RPkICBBLE BC LL 0.0pFEdF EZ 3620 Bobbilsoe-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS PRE MADE OF 20GA ASTM 8653 GR40 GRLV. STEELTOT.LD. 37 .0 0/R LEN. 49 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(320-383-0362 ACCEPTTANCENbFPPROFESSIONALEENGINEERINGRRESPONSIBTLITY SOLELYTHE FOROTHEHTRUSSN TIS ACOMPONENTWING CRTE D UR.FRC. 1 . 25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE SPECTHRPNTYFTHNRPRANTPN Job.: (20 5G) Brevard-Oak Ln. -2063 Rzo I ea / C4B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind, 15.00 ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP_#2_136 Ft From roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_138 GCpi (t/-)-0.18 Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additionol C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Right end vertical not exposed to wind pressure. MWFRS loads based on trusses located at least 15.00 Ft. From roof edge. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead load Is 1150. 11 '9"8 1112X 4 12 5X8 6 N N 00 00 UD D CO (D 3X4 (Al) 4"3 1112X 4 1114X6 (R) 11 .9..8 I R=504# U=92# RL=186/-84# W=8" R=444# U=160# W=5"8 Rigid Surface) Rigid Surface) LEFT RRKE = 1 ' 1 "7 LEFT JIG = 13'4"2 RIGHT JIG = 12' 11 "1 DESC. = C4B SEO = 449839 PLT. TYP.-WRVE DESIGN CRIT•F8C2010RES/TPI-20D7 FT/RT-20X(OX)/DID) OT Y= 2 T O TR L= 2 REV. 1 3.0 1 .05.0724 SA LE =0.3589 FINDABRACING.TRREFERUSSES TO HIB- IXTREME(HANDLINGEIN INSTALLLINGRFINDGSRACING), G UBLISHEDG YITPIALLING TRUSS TIC LL 20.0 REF _ PLATE INSTITUTE, 583 0 ONOFRID DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 . 0 t-—IZF DRTE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI BUSS 001) CEILING. ••IMPORTRNT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BIC DL 10-0 P-804-'r D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING O,O MCHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APSLICABLE BC LL 3820 Bobbi La -Tit—Me,F)uida-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) FIND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL T0 T.LD. 3 7 .0 O/R LEN. 110908 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE SAL OHIS DRAWING INDICATESOUR.FRC. 1 .25 J D B #: 20056 RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE MONOTHRPNTYNNRPERRN / P SECTION 2. Job.' [20Q50) Brevard-Oak Ln. -2063 Azalea / C5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_138 :T3, T8 2x4 SP_#3_138: 160 mph wind, 15.00 ft mean hgt RSCE 7-10 CLOSED bldg, not located within Bot chord 2x4 SP_#2_138 :62 2x4 SP_#3_138: 13.00 ft from roof edge, RISK CIT II, EXP 6, wind TC DC=4.2 psf, wind BC DL-5.0 Webs 2x4 SP_#3_138 psf. GCpi (+/-)=0.18 Lumber grodes designated with "138" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. o) #3 or better scab brace. Some size & 80% length of web member. Attach with Right end vertical not exposed to wind pressure. 10d Box or Gun (0.128"x3",m1n.)no11s 0 6" OC.Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load Is 1.50. WARNING: Furnish a copy of this DWG to the installation contractor. Specht care must be taken during handling, shipping and installation of trusses. See MWFRS loads based on trusses located at least 15.00 ft. from roof edge. WARNING" note below. Left bottom chord exposed to wind. m 16 9'8 N 6' 11 "14 - —7'9"8 T3 X8 XB 1112X 12 1112 I T86 LD 5X a) (a) 112X14 3'2"3 00 4'10"3 d7 s 3X 5, 1' 1114X610 1 it X L4 Will"6 (R) 13' 10" 35'2 1 13' 10" 34' 10" I 49. I R=553# Rw=559# U=286# RL=342/-285# W=8"R=1334# U=328# W=8" CR i g i d Surface) Rigid Surface) R=1895# U=474# W=8" LEFT RAKE = 1 ' 1"7 Rigid Surface) LEFT JIG = 18'0"9 RIGHT JIG = 4'2"15 DESC. = C5 SEO = 449818 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(DX)/0(0) OTY= 1 TOTAL= 1 REV. 13.01 .05.0724=LE =0. 1517 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING INSTALLING I D BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED SY TPI (TRUSS TC LL 20.0P R EF PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .0 D RTE 01-16-2014 1 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIBUSSWOOD"1CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-OP D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPSLICABLE BC LL O•OPR& EZ 3820BobbiLa -Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GH ASTM R653 GR40 GRLV. STEELTOT.LD. 37 .0 0/A LEN. 49 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE SAL OHIS DRAWING CRTE DUR.FRC. 1 .25 JDB #: 20056 RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE SPECTHRE2&N TY F TH N R AN / N Job; (20Q50) Brevard-Oak Ln. -2063 Rza lea / C6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#2-13B :T4, T5 2x4 SP_#3_136: The maximum horizontal reaction is 415# Bot chord 2x4 SP-#2-13B :B1, B2 2x4 SP_#1_136: Webs 2x4 SP_#3_138 160 mph wind, 15.00 Ft meon hgt ASCE 7-10 CLOSED bide, not located within Rt Slider 2x4 SP_#3_138: BLOCK LENGTH - 1.500' 13.00 ft from roof edge, RISK CIT II, EXP , wind TC DC=4.2 psF, wind BC DL-5.0 psf. GCpI [+/-)-0.18 Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC a) #3 or better scab brace. Some size & BOX length of web member. Attach with Special loads 10d Box or Gun (0.128"x3",min.)nalls 0 6" OC. Lumber Dur.Fac.=1.25 / Plate Our.Fac.=1.25) TC- From 56 IF at -1.13 to 56 PIP at 9.60 WARNING: Furnish a cc ppy of this DWG to the Installation contractor. SEeciol care TC- From 56 plF at 9.60 to 56 p at 18.00 must be taken during hondling, shipping and installation of trusses. See TC- From 56 plf at 18.00 to 56 p at 27.67 WARNING" note below. TC- From 56 PIF at 27.67 to 56 PIP at 30.00 TC- From 56 PIP at 30.00 to 56 P at 33.00 TC- From 56 plf at 33.00 to 56 PIF at 40.15 TC- From 56 P at 40.15 to 56 PIP at 49.00 BC- From 20 P at 0.00 to 20 plf at 10.00 BC- From 20 PIP at 10.00 to 20 IF at 11.42 BC- Fr Om 268 plF at 11.42 to 268 plf at 13.50 BC- Fr Om 20 PIP at 13.50 to 20 plf at 14.17 BC- Fr am 20 PIP at 14.17 to 20 PIF at 25.83 BC- Fr Om 20 plf at 25.83 to 20 plf at 37.83 BC- From 20 PIP at 37.83 to 20 plf at 49.00 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead load is 1.50. aa18' =9.8.. N 16'01 MWFRS loads based on trusses located at least 15.00 ft. From roof edge. iv T5 Left bottom chord exposed to wind. T 4 8 12 5> =`C8 T T 6 3 X 4(h 4 ) 3 CD M 3 5o a) ar2X4 30 1114 4 0 0 3 3 1) 1'4 1.6..= 1 e""3 2' 3 B1 3X8 1114X6CR) 13' 10" 35'2 l B2 13' 10" - -34' 10"I 49'1 R=597# U=328# RL=416/-395# W=8"R=1325# U=635# W=8- Rigid 8"( Rigid Surface) R=2392# U=881# W=8 Rigid Surface) LEFT RRKE = 1 ' 17 Rigid Sui-Foce) LEFT JIG = 20'3"6 RIGHT JIG = 18'3"7 DESC. = C6 SEO = 449819 PLT. TYP.-WRVE DESIGN CRIT-FBC2010RE5/TPI-2007 FT/RT-20%(0X)/0[0) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE -0.0894 WARNING** TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING) UBLISHED 6Y TPI (TRUSS TIC LL 20.0 PR& R E F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 .O P DATE 01-16-2014 ire. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI4kulsksmoCEILING. •*IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BIC DL 10 0 PAF DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING Q,Q EZHANDLING, SHIPPING, INSTALLING RND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP15LICABLE BIC LL 3620 Bobbi L. -Titusville,Florida 32763 PROVISIONS OF NDS (NRTIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 37 .0 0/R LEN. 49 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321}363-0362 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE OUR.FRC. 1 .25 JOB #: 20056ACCEPTANCEbFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY IND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE SPECTHRPNTYFTHBUILDINGDESIGNER, N / P T N Job: (20 5Q3) Brevard-Oak Ln. -2063 Rzalea / C7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#2-13B :T1 2x4 SP_#1_136:The maximum horizontal reaction Is 447# + Bot chord 2x4 SP-#1-13B Webs 2x4 SP-#3-13B :W3, W4 2x4 SP-#2-13B: 160 mph wind, 15.00 Ft mean hgt RSCE 7-10 CLOSED bldg, not located within W13 2x4 SP-#1-13B: 13.00 Ft From roof edge, RISK CAT II, EXP 6, wind TC DC=4.2 psf, wind BC DL-5.0 Rt Slider 2X6 SP-#2-13B: BLOCK LENGTH - 1.695' psF. GCpi (+/-)-0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC (a) #3 or better scab brace. Some size & BOX length of web member. Rttoch with 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC. Special loads Lumber Dur.Foc.=1.25 / Plate Dur.Foc.=1.25) Deflection meets L/360 live and L/240 total load. Creep Increase factor For deadTC- From 56 PIP at -1.13 to S6 PIF at 11.39 load is 1.50. TC- From 56 PIF at 11.39 to 56 P at 20.00TC- From 56 PIF at 20.00 to 56 P at 29.67 WARNING: Furnish a copy of this DWG to the Instollation controctor. Speciol coreTC- From 56 pIF at 29.67 to 56 pIF at 31.50 must be token during handling, shipping and installation of trusses. SeeTC- From 56 pIF at 31.50 to 56 pIF at 40.44 WARNING" note below. TC- From 56 pIF at 40.44 to56 PIP at 49.00 BC- From 20 pIF at 0.00 to 20 PIP at 10.46 BC- From 20 plF at 10.46 to 20 PIP at 22.12 BC- From 20 plf at 22.12 to 20 pIF at 36.12 BC- From 20 pIF at 36.12 to 20 pIF at 49.00 BC- 496.00 Ib Conc. Load at 10.04 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection Is 0.18" due to live load and 0.30" due to dead load. 0 b) (2) #3 or better scab braces. Some size & 80% lengqth of web member. 20 I- -9-8- 17'6"one to each face w/lOd Box or Gun (0.128"x3",min.)nol s 0 6" OC. Calculated vertical deflection is 0.39" due to live load and 0.65" due to dead T1loadatX = 14-11-0. MWFRS loads based on trusses located at least 15.00 ft. from r nF edge. 6 2 5 X--6X8 T Left bottom chord exposed to wind. Y) } i4 3 3X 4 Lnro3X6 o3 a)ara) 2X4 00 o 04 1117% 8 3 4 3) ' T 1 e"= = = 1ye "3 2-j-:3 XGT- 4X6 3X4 49 10, 1 -8 - - 38'6"8 I 10'0-8 38' 11 -8 I 496# R=2315# U=916# RL=447/-427# W=8" R=1948# U=1018# W=8" Rigid Surface) Rigid Sui-Face) LEFT RRKE = 1 ' 17 LEFT JIG = 22.6"3 RIGHT JIG = 19' 11"8 DESC. = C7 SEO = 449820 PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(DX)/0(0) OTY= 1 TOT R L= 1 REV. 1 3.0 1 .05.0 72 4=L E =0.0894 i+WARNING+ TRUSSES REQUIRE EXTREME CARE IN FABRICATINGJ, HANDLING, SHIPPING INSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) PUBLISHED 6Y TPI (TRUSS TC LL 20.0 RE F PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 0 PR& DR T E 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI4111&4wo CEILING. .IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 - OPR& DR W GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APSLICABLE BIC LL O.OPR& EZ 3620BobbiLane-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL T 0T.LD. 37 .0 0/R LEN. 49 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Ols Fax:(321)-383-0362 ACCEPTTANCENbFPPROFESSIONALEENGINEERINGRRESPONSIBOILITY SOLELYSFOROTHEHTRUSSACOMPONENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE SPECTHERESPONSIBILITYFTHENNRRN /TP SECTION 2. Job: (20Q59) Brevard-Oak Ln. -2063 Azalea / C8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#2-13B :T1, T2 2x4 SP M-31: The maximum horizontal reaction Is 427# + Bot chord 2x4 SP_#1_138 :B2 2x4 SP M-31: 63 2x4 SP_#2_13B: Calculated horizontal deflection Is 0.19" due to live load and 0.32" due to dead Webs 2x4 SP_#3_13B :W2, W3, W4 WS 2x4 SP_#2_136: load. Rt Slider 2x4 SP_#2_136: BLOCK LENGTH - 1.500' a) #3 or better scob brace. Some size & BOX length of web member. Attach with Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC 10d Box or Gun (0.128"x3",min.)nails B 6" OC. Special loads Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead Lumber Dur.Fac.-1.25 / Plate Dur.Foc.=1.25) load Is 1.50. TC- From 56 IF at -1.13 to 56 IF of 11.39 TC- From 56 IF at 11.39 t0 56 IF at 20.88 WARNING: Furnish 0 coppy of this DWG to the Installation contractor. Speclol careTC- From 56 pIf at 20.88 to 56 pIF at 32.46 must be taken during hondling, shipping and Installation of trusses. SeeTC- From 56 plF at 32.46 to 56 IF at 41.40 WARNING" note below. TC- From 56 plF at 41.40 to 56 plF at 49.00 BC- From 20 plF at 0.00 to 20 plF at 9.46 Left bottom chord exposed to wind. BC- From 20 plF of 9.46 to 20 plF at 23.12 BC- From 20 plF at 23.12 to 20 plF at 37.12 BC- From 20 plF at 37.12 to20 plF at 49.00 BC- 496.00 Ib Conc. Load at 9.08 160 mph wind, 15.00 ft mean hgt ASCE 7-10 CLOSED bidq, not located within 13.00 ft from roof edge, RISK CAT II, EXP L(, wind TC DP= .2 psf, wind BC DL-5.0 psf. GCpi (+/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. b) (2) #3 or better scab braces. Some size & 80% lengqth of web member, ttoch one to each face w/10d Box or Gun (O.128"x3",m I n.)no I Ts 9 6" OC.20- 10-8 IN 11 '7"16'6 Calculated vertical deflection Is 0.40" due to live load and 0.67" due to dead load at X = 9-5-8. MWFRS loads based on trusses located of least 15.00 ft. from r-rF edge. 12 T2 =T 6 I1 05 a) 3X4 6W112a a) a) 3%// 2 X4T1O 4 H0 14 1117X 8 4 3 1'8" X4 =3X8 = =lye"-3 213 3X B2 H0308 B3 3X4 49'I 9' 1 -8 - 39'6"8 I 39' 11 " I 496# R=2324# U=916# RL=428/-407# W=8" R=1938# U=1030# W=8" Rigid Surface) Rigid SurFace) LEFT RAKE = 1 ' 17 LEFT JIG = 23'5"15 RIGHT JIG = 18' 10"11 DESC. = C8 SEO = 449901 PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI.2007 FT/RT-20XEDXII DID) OT Y= 1 TOTAL= 1 REV. 1 3.0 1 .05.072 4=LE -0.0894 WARNING a TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING), PUBLISHED OY TPI (TRUSS TIC LL 20.0PRe R EF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION6u. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 -O PR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSw00D CEILING. —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OIL 1 0•0 P DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BIC LL 0•0 EZ 3820 Bobbi Lana-Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.L D. 37.0 0/A LEN. 49 Ph: (321-383-03613 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-03E2 ACCEPTTANCENOFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE RESPONSIBIILITY SOLELYbFOROTHEHIS TRUSSAWING COMPONENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE SPECHRPNTYFTHENDESIGNER, PER RN SECTION 2. Job: (20 5ro) Brevard-Oak Ln. -2063 Azalea / CJ1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LHYOUT Topchord 2x4 SP-#3-13B 160 mph wlnd 15.00 Ft mean hpqt RSCE 7-10, CLOSED bldg, Located anywhere In Bot chord 2x4 SP_#3_13B roof, RI-SK= CIT II, EXP C, wins fC DL-4.2 psf, wind BC DL=5.0 psF. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC GCp i (+/ ) 0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 tocol load. Creep increase factor for dead Left bottom chord exposed to wind. load Is 1.50. R=-14# Rw=27# U=31# NAILED 2X4 (R 1) 12 6 ro 0 0 L0 (n m 71 170 ch R=151# Rw=174# U=103# RL=45/-32# W=8" R i 9 i d SurF'oce)R=11/-2# NAILED LEFT RAKE = 1 '1"7 LEFT JIG = 1 '3"12 RIGHT JIG = 2' 1"11 DESC. = CJI SEO = 449842 PLT. TYP.-WAVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20F(OX)/0(0) OTY= 14 TOTRL- 14 REV. 13.01 .05.0724 SALE =1 .8833 WARNINGN TRUSSES REQURE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRACING. IREFERTOHB-91 (HANDLING INSTALLING AND ORRCING) PUBLISHED OY TPI (TRUSS TC LL 20.OpR& RE F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC OL 7 -OPR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI Russ 0 D CEILING. ••IMPORTANT.• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 O•O P DR W GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APISLICRBLE BC LL MC 3820 BobbiLare-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM 8653 GR40 GALV. STEEL TOT.LD. 37 .O O/A LEN. 1 Ph: (321)-383-0865 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 ACCEPTANCE DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SORL ON THIS DRAWING INDICATE DUR.FAC. 1 .25 JOB #: 20056ACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE JRCKTHRPNTYFTHNNRPRRN /T T N Job: (20 50) Brevard-Ook Ln. -2063 Azo lea / CJ1C THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT Topchord 2x4 SP_#2_136 160 mph wend 15.00 Ft mean hqt RSCE 7-10, CLOSED bldg, Located anywhere In Bot chord 2x4 SP_#3_138 roof, RISK CIT II, EXP C, wind fC OL-4.2 psf, wind BC DL=5.0 psf. Webs 2x4 SP_#3_138 GCpi (+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead Bottom chord checked for 10.00 psf non-concurrent live load.load is 1.50. Left bottom chord exposed to wind. R=-115# Rw=55# U=59# RL=45/-33# NAILED 1112 X 4 12 6 CM ro ro c0 c.0 Co c.0 O 1113 XG 1 ' 1 ' 11 " R=139# RL)=1811# U=122# W=2"8 Rigid Su Fac ) R=18# Rw=27# U=13# NAILED LEFT RAKE = 1 '2"9 LEFT JIG = 1 '9"4 RIGHT JIG = 2'2"2 DESC. = CJ1C SEO = 449843 PLT. TYP.-WRVE DESIGN CRIT-F8C201DRES/TPI-2D07 FT/RT-20%(0X)/0(0) OT Y= 3 TOTAL= 3 REV. 1 3.0 1 .05.0724=LE WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING FIND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING) PUBLISHED BY TPI (TRUSS TC LL 20.O R EF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION6u. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -OPP& DATE 01-16-2014 a PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE d PROPERLY ATTACHED RIGI RUSSWOOD CEILING. ;#IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-DPR-04-F D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING Q,Q MCHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 3620 BobbiLana-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) FIND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.L D. 37 .0 0/R LEN. 1100 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-M THIS ACCEPTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 R-Z. THE RESPONSIBILITY SOLELYkAL FOROTHEHIS TRUSSRWING COMPONENTCRTE OUR.FRC. 1 .25 J DB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE JACK IS T14F RrSPONSIBILITY OF THE N N P SECTION 2. Job•. (20 56) Brevord-Ook Ln. -2063 Azalea / CJ1D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind 15.00 Ft mean hqt RSCE 7-10, CLOSED bldg, Located anywhere In Bot chord 2x4 SP_#3_136 roof, RISK CIT II, EXP C, wins fC DL-4.2 psf, wind BC DL-5.0 psF. Webs 2x4 SP_#3_136 GCpi (+/-)=0.16 Lumber grades designated with -13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Left cantilever Is exposed to wind Left bottom chord exposed to wind. Deflection meets L/360 live and L/240 total load. Creep increase factor for deadloadis1.50. 5"8 43# w=81# U=95# RL=45/-37# NRILED 1112 X 4 12 6 ro co M co c0 c.0 c.0 CD i N O 1113 X IH ---T,,_, I M R=169# Rw=234# U=157# W=4" Rigid Surface) R=14# Rw=21# U=10# NAILED LEFT RAKE = 1 '2"9 LEFT JIG = 1 '9"4 RIGHT JIG = 2'2"2 DESC. = CJ1D SEO = 449844 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT_T-209(0X)/0101 OT Y= 1 T O T R L= 1 REV. 1 3.0 1 .0 5.0 72 4=LE =1 .5915 aWARNINGf TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING FIND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND FABRICATING,UBLISHED 6Y TPI [TRUSS TIC LL 20.O RE F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED, TOP CHORD SHALL HAVE T C DL 7 •0 DR T E 01-16-2014 u PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGI RUSS OOD CEILING. --IMPORTANT**FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 P DR W GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE BIC LL 0 • 0PR& MC 3820BobbaL. -Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEELTOT.LD. 37- 0/R LEN. 1100 Ph: (321)-383-0386 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321j-383-OD62 ACCEPTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE RESPONSIBILITY SOLELY FORAL OTHEHIS TRUSSAWING COMPONENTCRTE OUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR IN Y PARTICULAR BUILDING SPACING 24.0" TYPE JACKTHERPNTYFTHNRPRRN /TP T N2. Job: (20 56) Brevard-Ook Ln. -2063 Rzo I ea / CJ3 THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LRYOUT Top chord 2x4 SP_#2_136 160 mph wind 15.00 ft mean hqqt ASCE 7-10, CLOSED bidq, Located anywhere In Bot chord 2x4 SP-#3-13B roof, RISK CIT II, EXP C, win? fC DL-4.2 psf, wind BC DL=5.0 psf. GCp i (+/-)-0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Left bottom chord exposed to wind. load is 1.50. R=64# U=49# NAILED 12 c 6 ro 0 0 n (n 2X4 (R1) 71 7_1 cro m N N 4"3 3' l R=193# Rw=212# U=100# RL=88/-41# W=8" Rigid Surface) R=51# Rw=71# U=32# NAILED LEFT RAKE = 1 ' 1"7 LEFT JIG = 3'6"4 RIGHT JIG = 4' 1 "10 DESC. = CJ3 SEO = 449845 PLT. TYP.-WRVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20X(OX)/ 0(0) QTY= 10 TOTRL= 10 REV. 13.01 .05.0724 SALE =1 .0737 RNDRBRRCING.TRREFER TO' HIBE9IXTREME(HANDLINGEIN INSTALLLINGBANDGSRACINGING UBLISHEDGSYITPIB( TRUSS T C L L 20.0 REF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 . OPR& DATE 01-16-2014irGPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSw0OD CEILING. ••IMPORTANT•- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C D L 1 O•OP DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICRBLE BC LL MC ane3620BobbiL -Titusville.Florida-32703 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GRLV. STEELTOT.L D. 37 .0 0/R LEN. 3 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE kAL ON HIS DRAWING CRTE OUR.FRC. 1 .25 JDB #: 20056 RESPONSIBILITY SOLELY FOR THETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE JACKTHRPNTYFTHENRPERANSI/TPIT N 2. Job: (20 59) Brevard-Oak Ln. -2063 Azalea / CJ3C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B 160 mph wend 15.00 ft mean hqqt ASCE 7-10) CLOSED bidq, Located anywhere In Bot chord 2x4 SP-#3-13B roof, RISK CAT II, EXP C, win8 tC DL-4.2 psf, wind BC DL=5.0 psF. Webs 2x4 SP-#3-13B GCpi (+/-)=0.18 Lumber grades designated with -13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep Increase factor For dead Bottom chord checked for 10.00 psf non-concurrent live load.load Is 1.50. Left bottom chord exposed to wind. 2'7•'8 i R=69# U=11# RL=88/-43# NAILED 11 A 12 6 1112 X 4 iD CO CO N N N N N N O 1113XC 2. 11 . I R=187# Rw=233# U=130# W=2"8 R=58# Rw=85# U=42# NAILED Rigid SurFace) LEFT RAKE = 1 '2"9 LEFT JIG = 3' 10"4 RIGHT JIG = 14' 1"14 DESC. = CJ31] SEO = 449846 PLT. TYP.-WAVE DESIGN CRIT-FBC2DIDRES/TPI-2007 FT/RT-20X(OX)/0(0) OTY= 3 TOTAL= 3 REV. 13.01 .05.0724=LE =0.9928 WARNING•• TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING, HANDLINGJ, SHIPPING INSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED OY TPI (TRUSS TC LL 20.0 REF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION6u. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC D L 7 •O DRTE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE ( PROPERLY ATTACHED RIGI RUSS 0CEILING. •IMPORTANT— FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 O P D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NG HANDLINGA, NY FAILURE TO BUILDSHIPPING, INSTALLING HANDRBRACINGUSSES NOFOTRUSSESCE WDESIGNITHICONFORMS RWITH IRPhICABLE BC LL 0. 0 F MC 3820 Bobbi Lar -Tit—ifle,FlcrWa-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL T0 T.LD. 37.0 0/R LEN. 21100 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321383-0062 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SOAL ON THIS DRAWING INDICATE DUR.FRC. 1 .25 JOB #: 20056ACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PRRTICULRR BUILDING SPACING 24.0" TYPE JRCKIISTHERESPONSIBILITYFTHENNRANSI/TPI 1-1995 SECT N 2. Jobs (20 56) Brevard-Oak Ln. -2063 Azo I eo / CJ3D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind 15.00 Ft mean hqqt RSCE 7-10, CLOSED bldqq, Located anywhere In Bot chord 2x4 SP-#3-13B roof, RISK AT II, EXP C, wina fC DL-4.2 psf, wind BC DL=5.0 psf. Webs 2x4 SP_#3_136 GCpi (+/-)-0.18 Lumber grades deslgnated with -136" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additlonol C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Left cantilever Is exposed to wind Left bottom chord exposed to wind. Deflection meets L/360 live and L/240 total load. Creep increase factor for deadloadIs1.50. i 2'5-8 1 R=59# U=16# RL=88/-46# NAILED A 11 12 6 F:;;- m M m ro 1112 X 4CD CD CC) CD N N N N N N O III X6 2' 11 " 1 R=198# Rw=256# U=146# W=4" Rigid Surface) R=55# Rw=80# U=39# NAILED LEFT RRKE = 1 '2"9 LEFT JIG = 3' 10"4 RIGHT JIG = 4' 1"14 DESC. = CJ3D SEO = 449847 PLT. TYP.-WAVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20X(OX)/O(0) O TY= 1 T O TRL= 1 REV. 1 3.0 1 .05.0724=LE =0.9589 WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING FIND GRACING), 16UBLISHED 6Y TPI (TRUSS TIC LL 20.0 R E F PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICESPRIORTO PROPERLY ATTACHED ATTACHEDNG THESE STRUCTURALNPANELS AND6. NLESS BOT OMT CHORDSSHALLLIHAVEDTOP A PROPERORDSHALL RTTACHEDAVE RIGI TIC DL 7 .O p DATE 01-16-2014 r CEILING. •IMPORTANT• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 1 O O DRWGl,lJw7 7 OU R PRODUCTS INC. R NOT RESPONSIBLE FOR ANY DEVIATION FROM THIS BC OL D GREPINEENGINEEEDODUCS, I C. SHALL 0 BE ES DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING MHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICRBLE BC LL 0.0 CDLIG,ar 3820 Bobbi Lmie-Titusville,Florida-32763 PAPER SSO OF NDS NATIONAL DESIGN CONNECTORS ARE PUBLISHED BY THE AMERICAN FOREST AND 37 .O 21100PAPERASSOCIATION) FIND TPI. REPINE CONNECTORS RRE MADE OF 20GR ASTM R653 GR40 GALV. STEELTOT.LD. 0/R LEN. Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0062 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS RESPONSIBOILITY SOLELYkAL FOROTHEHIS TRUSSAWING COMPONENTCATE DUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE JACKTHRPNTYFTHNDESIGNER, R RN TP SECTION 2. Job+ (20p5B) Brevard-Oak Ln. -2063 Rzo I ea / CJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_13B 160 mph wind, 15.00 ft neon hppt, ASCE 7-10, CLOSED bldg, not locoted within 4.50 Bot chord 2x4 SP_#3_136 ft from roof edge, RISK CRT II, EXP C, wind TC DL 4.2 psf, wend BC DL=5.0 psf. GCp i (+/-)-0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 tocol load. Creep increase factor for deadloadIs1.50. R=119# U=93# NAILED 12 6 0 0 In U') V N ('a (Y) C7 M 2X4 (R1) 4T 43 5' I R=262# U=101# RL=132/-51# W=8"R=89# U=12# NAILED Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 5'9"1 RIGHT JIG = 6' 1 "10 DESC. = CJ5 SEO = 449848 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(OX)/0(D) OT Y= 6 TOTAL= 6 REV. 1 3.0 1 .05.0724=L E -0.7509 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING), IUBLISHED 6Y TPI (TRUSS TC LL 20.0 R EF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200t MADISON, WI. 53719) FOR SAFETY PRACTICESPRIORTOPERFORMINGTHESEFUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .0 DATE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSSw00D CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0P D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING Q,Q MC ana HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 3620 BobbiL -Tit—iBe.Florida-32763 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALP NE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 37 .O O/R LEN. s Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 RCCEPOTRNCENbFPOSITION PROFESSIONRLEENGINEERINGRAWINGS 160 -Z. THE RESPONSIBIILIkAL OHIS DRAWING INDICATESDU R.FRC. 1 .25 JOB #: 20056 TY SOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE JACKTHERESPONSIBILITYFTHEBUILDINGNTN Job{ (20,p515) Brevord-Ook Ln. -2063 Azo I eo / EJ3 THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#3_136 160 mph wind 15.00 ft mean hqqt ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 SP_#3_13B roof, RISK CIT II, EXP C, wino fC DL-4.2 psf, wind BC DL-5.0 psf. GCp i (+/-)-0.18 Lumber grades designated with '13B" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 tocol load. Creep Increase factor for deadloadis1.50. R=64# U=50# NAILED 12 6 0 0 Ln U) 2X4 (R1) M i•) T NN T 4"3 R=193# U=82# RL=88/-41# W=8" R i g i d SurFoce)R=51# U=5# NAILED LEFT RAKE = 1 ' 1"7 DESC,JIG EJ3 6 4 RIGHTSEOG= 449849 PLT. TYP.-WRVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20X(0X)/D(D) OT Y= 3 TO T R L= 3 REV. 1 3.0 1 .05.0 724 SAL E -1 .0737 FINDIG.BRACINTRREFER USSES TOOHIBE9IEXTREME HANDLINGCARE INSTALLLINGAANDGSRACING) HANDLING UBLISHEDSHIPPING SYINSTALLING T C LL 20.0 REFFTRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .O DRTE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGIlluk.Moob CEILING. —IMPORTANT.. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.OP DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APSLICABLE BC LL O.0PFRE& MC 3820BobbiL. -Tit—Me.F7nida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 37 .O 0/R LEN. 3 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(320-383-M ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE SAL OHIS DRAWING NCRTE DUR FRC 1 .25 JOB #: 20 056 RESPONSIBILITY SOLELYFORTHETRUSSCOMPONET DESIGN SHOWN. THE SUITABILITY IND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE EJRCKTHRPNYFTHNN /TP SECTION 2. Job?- (20Q58) Brevord-Oak Ln. -2063 Azalea / EJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B 160 mph wind, 15.00 ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 4.50 Bot chord 2x4 SP-#2-13B ft from roof edge, RISK CRT II, EXP C, wind TC DL 4. psf, wind BC DL-5.0 psF. GCp i (+/-)-0.16 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for deadLeftbottomchordexposedtowind. load Is 1.50. R=119# U=89# NAILED 12 6 m 0 0 0 Ln 71 N N co (Y) 2X4 (R1) 4T3 5' I R=262# Rw=286# U=124# RL=132/-51# W=8" Rigid Surface) R=90# Rw=130# U=60# NAILED LEFT RRKE = 1 ' 1"7 LEFT JIG = 5'9"1 RIGHT JIG = 6' 1"10 DESC. = EJ5 SED = 449850 PLT. TYP.-WRVE DESIGN CRIT-FBC201DRES/TPI-20D7 FT/RT-2DX(0X)/ 0(0) OTY= 16 T O T RL= 16 REV. 1 3.0 1 .0 5.0 7 2 4=LE =0.7509 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING FIND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) PUBLISHED 6Y TPI (TRUSS TIC LL 20.0 REF PLATE INSTITUTE, 583 0.ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 .O DATE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSSWOOD CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BIC DL 10.O P DR W GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0-O MC 3620 BobbiLara-Titisvi0e,Florida PROVISIONS OF NDS (NATIONALDESIGNSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. 37 .O 0/R LEN. 5 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 RCCEPOTRNCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE RESPONSIBIILITY SOLELYMAL FOROTHEHIS TRUSSAWING COMPONENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPRCING 24.0" TYPE EJRCKTHRPNTYFTHNNRPRANTPTN Job)- (20258) Brevard-Oak Ln. -2063 Azalea / EJ5A THIS DWG. PREP EO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#3-13B 160 mph wind, 15. 0 ft mean hqqt, RSCE 7-10, CLOSED bldg, not locoted within 4.50 Bot chord 2x4 SP-#3-13B ft from roof edge, RISK CRT II, EXP C, wlnd TC OL=4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_138 GCpi (+/-)=0.18 Lumber grades designated with -13 61v62"18 9an8 r@4ctlons based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent live load.load is 1.50. 1112 X 4 4X8 Ll 12 r 6 U-) ro ro N N - - a -a 2X4 (R1) N N T 4"3 4X4 1 .5'I R=262# U=109# RL=115/-47# W=8" R=175# U=98# NAILED Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 4' 10-7 RIGHT JIG = 2'6•'15 DESC. = EJ5A SEC = 449851 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2GO7 FT/RT-207:(0X)/ 0(0) O TY- 1 TOTAL- 1 REV. 1 3.0 1 .05.07 2 4=LE =0.8523 WRRNING++ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING), PUBLISHED NY TPI (TRUSS TC LL 20.0 RE F PLATE INSTITUTE, 5B3 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -OPR& DATE 01-16-2014 ir<• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE d PROPERLY ATTACHED RIGI RUSS 001D CEILING. +*IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10•OPDR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING, INSTALLING FIND BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE BC LL MC 3620BobbiI. -Titusville,Florida-32783 PROVISIONS OFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEELTOT.LD. 37 .0 O/R LEN. 5 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-M POSITION SEAL TY THIS INDICATESDUR.FRC. 1 .25 JOB #: 20056 COMPONENT DESIGN SHOWN. THE SUITABILITY IND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 2 4.0" TYPE EJ R C KHPNTYFTHNDESIGNER, R N 2. n Job`(2D 56) Brevard-Oak Ln. -2063 Azalea / EJ5B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#3-13B 160 mph wind, 15.00 ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 4.50 Bot chord 2x4 SP_#3_136 ft from roof edge, RISK CF9 II, EXP C, wind TC OL=4.2 psF, wind BC OL-5.0 psF. Webs 2x4 SP_#3_136 3'66..8 GCp I (+1/-)-0.1,8.3., ---+Nd Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead Bottom chord checked for 10.00 psF non-concurrent live load.load is 1.50. 4X8 1112X4 A 11 12 r 6 SY) ro N 2X4 (Al) N N 1 1112 X 4 4X4 1 . 5. I R=262# U=115# RL=100/-44# W=8" R=175# U=83# NAILED Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 4' 1"8 RIGHT JIG = 2'6"14 DESC. = EJ5B SEO = 449852 PLT. TYP.-WRVE DESIGN CRIT-FBC2010RES/TPI-2D07 FT/RT-20X(OX)/0(D) OTY= 1 TOTAL= 1 REV. 1 3.0 1 .05.07 2 4=LE =0.9617 WARNING-+ TRUSSES REQUIRE EXTREME CARE IN FRBRICRTING HRNOLING SHIPPING INSTALLING AND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING), UBLISHED OY TPI (TRUSS TC LL 20.0 pR& RE F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS(. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .O PR& DR T E 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSWOOD CEILING. ..IMPORTANT. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.O P DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL O• 0 MC 3820 BobbiLarne-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) FIND TPI. ALPINE CONNECTORS FIRE MADE OF 20GA ASTM R653 GR40 GALV. STEEL TOT.LD. 37 .O O/R LEN. 5 Ph: (321)-383-0368 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SORL ON THIS DRAWING INDICATEE DUR.FRC. 1 . 25 JOB #: 20056ACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE EJRCKTHRPTYFTHENDESIGNER, PER TP SECTION 2. Job r(20 5F)) Brevord-Ook Ln. -2063 Rzo I eo / EJ5C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_136 160 mph w1nd 15.00 ft mean hVq ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 SP_#2_138 roof, RISK CST II, EXP C, wind fC DL-4.2 psF, wind BC DL=5.0 psf. Webs 2x4 SP_#3_138 GCpi (+/-)=0.18 Lumber grades designated with -13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked For 10.00 psf non-concurrent live load.load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. From roof edge. Left bottom chord exposed to wind. 4'7"8 1 R=129# U=18# RL=88/-53# NAILED 12 6 co co co co l N (T) (Tl (Tl 1112 X 4 1.0••11 1113 X 6 R=257# Rw=313# U=161# W=2"8 R=98# Rw=144# U=70# NAILED CRi9id Surface) LEFT RAKE = 1 '2"9 LEFT JIG = 6'0"8 RIGHT JIG 6' 1 "12 DESC. = EJ5C SEO = 449853 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(DX)/D(0) O TY= 2 TOTAL= 2 REV. 1 3.0 1 .05.07 2 4=LE =0.6619 ANDABRACING.TRREFER TOUSSES OHIBE9IXTREME( HRNDLINGEIN INSTRLLINGARNDGSRRCING)NG UBLISHEDGSYITPIRLLING TRUSS TC LL 2 0.D REF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .0 DATE 01-16-2014 11w- PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSSWOOD CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-0l, DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APhICRBLE BC LL 0•0 MC ane3820BobbiL -Titusville•Fimida-32783 PROVISI04S OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. STEELTOT.LD. 37 .0 0/R LEN. 41100 Ph: (321}383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGOSITIONFax:(321)-383-0862 ACCEPTTANCENOFPPROFESSIONALEENGINEERINGCTORSPERRRESPONSIBIILITY SOLELYAWINGS 160 -Z. THE SFOROTHEHTRUSSACOMPONENTCATE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING SPACING 24.0" TYPE EJRCKTHRPNTFTHNNRPRRNN2. Job> (2015'6') Brevard-Ook Ln. -2063 Azalea / EJ5D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_136 160 mph wind 15.00 Ft mean hqqt RSCE 7-10, CLOSED bldqq, Located anywhere in Bot chord 2x4 SP-#3-13B roof, RISK C 1T II, EXP C, wind fC DL-4.2 psf, wind BC oL=5.0 psF. Webs 2x4 SP_#3_136 GCpi (+/-)-0.18 Lumber grades designated with -13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non-concurrent live load. Right end vertical not exposed to wind pressure. MWFRS loads based on trusses located at least 15.00 ft. From roof edge. Deflection meets L/360 live and L/240 total load. Creep increase Factor For deadloadis1.50. Left bottom chord exposed to wind. 1112 X4 12 6 ro ro ro ro cD co co CD c 170 170 C0 03X4 1•o'•11 1114X5 1113X 5 4' 11 " R=251# Rw=270# U=116# RL=88/-53# W=2"8 Rigid Surface) R=185# Rw=199# U=74# W=8" Rigid Surface) LEFT RAKE = 1 '2"9 LEFT JIG = 6'0"8 RIGHT JIG = 6' 1"12 DESC. = EJ5D SEO = 449854 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(OX)/Of0) OT Y= 4 T O TRL= 4 REV. 1 3.0 1 .05.072 4=LE =0.6376 WARNING** ITRUSSES REOURE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HB-91 (HANDLING INSTALLING AND GRACING), UBLISHEO 6Y TPI (TRUSS TC LL 20.0 R EF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200I, MADISON, WI. 53719) FOR SAFETY PRACTICESPRIORTOPERFORMINGTHESEFUNCTION. UNLESS UTHERNISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 •O DATE 01-16-2014 1 • PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE b PROPERLY ATTACHED RIGI RUSSwOOD CEILING. ;IMPORTRNT• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10- 0P D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPhICABLE BC LL 0•0PR& MC 3620 BobbiL. -Titmvdle.Flo.ida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.L D. 37 .0 0/A LEN. 41100 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax=(321)383-0062 THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SIAL ON THIS DRAWING INDICATE DUR.FAC. 1 .25 JOB #: 20056 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE MONOTHRPNTYFTHENDESIGNER, P N / N 2. Job+ (20 56) Brevard-Oak Ln. -2063 Azalea / EJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_13B 160 mph wind, 15.00 ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 4.50Botchord2x4SP_#2_138 ft from roof edge, RISK CRT II, EXP C, wind TC DL 4. psf, wind BC DL=5.0 psf. GCp t (+/-)=0.18 Lumber grades designated with "138" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor For deadMWFRSloadsbasedontrusseslocatedatleast7.50 ft. from roof edge.load is 1.50. R=171# U=133# NAILED 12 0 0 2X4 (A1) r- 4"34"3 1 . 7. R=336# U=123# RL=175/-61# W=8"R=127# U=19# NAILED Rigid Surface) LEFT RAKE = 1 ' 1 "7 LEFT JIG = 7' 11"14 RIGHT JIG = 8' 1"10 DESC. = EJ7 SEO = 449855 PLT. TYP.-WRVS DESIGN CRIT-FBC201ORES/TPI-2007 F7/RT-20X(0%)/DID) OTY= 21 T O T RL- 21 REV. 1 3.0 1 .0 5.0 72 4=LE =0.5773 WARNING•- TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HB-91 (HANDLING INSTALLING AND-BRACING), UBLISHED SY TPI (TRUSS TC LL 20.0pR& REF PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -OPR& DATE 01-16-2014 e a PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE b PROPERLY ATTACHED RIGI RUSS OOD CEILING. •IMPORTANT•. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C D L 10 • 0PR& DR W GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICRBLE BC LL 0.0 MC 3620BobbiLare-TitosviLe.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 37 .0 0/A LEN. 7 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-38a-0362 ACCEPTANCENOFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE SAL OHIS DRAWING CRTE DUR.FRC. 1 .25 JDB #: 20056 RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE EJRCKTHERESPONSIBILITYOFTHENNRPERANSI/TPI 1-1995 SECTION 2. Jobs (20056) Brevard-Oak Ln. -2063 Rzo I ea / G1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#1_13B :T1 2x4 SP_#2_13B: Special loads T4 2x4 SP M-31: Lumber Dur.Fac.-1.25 / Plate Dur.Foc.-1.25) Bot chord 2x4 SP_#2_13B :B3 2x4 SP_#1_136: TC- From 56 IF at -1.13 to 56 IF at 9.00 64 2x8 SP-SS-Dense-13B: TC- From 56 IF at 9.00 to 56 pIF at 18.33 Webs 2x4 SP_#3_138 TC- From 56 IF at 18.33 to 56 pIF at 30.33 Rt Wedge 2x4 SP_#3_136: TC- From 56 pIF at 30.33 to 56 pIF at 39.33 BC- From 20 pIF at 0.00 to 20 plf at 9.00 Lumber grades designated with -136" use design values approved 1/30/2013 by RLSC BC- From 20 pIF at 9.00 to 20 plf at 16.33 BC- From 20 PIP at 16.33 to 20 PIP at 30.33 C l 1 plate(s) require special positioning. Refer to scaled plate plot details BC- From 20 Elf at 30.33 to 20 plf at 39.33 For special positioning requirements. BC- 3041.05 Ib Conc. Load at 37.54 Wind loads and reactions based on MWFRS. 160 mph wind, 15.00 ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 4.50Ftfromroofedge, RISK CRT II, EXP C, wind TC OL 4. psF, wind BC DL-5.0 psf. a) #3 or better scab brace. Some size & BOX length of web member. Attach with GCpi (f/-)-0.18 10d Box or Gun (0.128-x3",m1n.)ncils 0 6" OC. Bottom chord checked For 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead load is 1.50. 9' 21 ' 4IO 9' 12 T16 5X8 2X T4 o a) 3X6 \II IX CBV) 3X7 33 U') U') B3 B4 1113X1 (O 39' 4" I 39. 4•• l m f-37'6-8 y{ 3041# R=1676# U=802# W=8" R=4400# U=2050# W=8" Rigid Surface)Rigid Surface) LEFT RRKE = 1 ' 1"7 LEFT JIG = 10'2"11 RIGHT JIG = 10'2"11 DESC. = G1 SEO = 449878 PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20XIOX)/O(0) OT Y= 1 TOTAL= 1 REV. 13.01 .05.0724=L E =O. 1880 WARNING- TRUSSES IE9XEFABRICATING NGSHIPPING, INSTALLINGI (HANDLINGINSTALLINGANDTIC L L 20.O REFFRNDBRRCING. REFER TO HB PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MAOISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONSI. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .OPeodF DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSWOOD CEILING. .IMPORTANT• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.OP DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HRNDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APhICABLE BC LL 0.0 EZ an3820BobbiLe-Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 37 .0 0/R LEN. 390400 Ph: (321)•383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE RESPONSIBILITY SOLELYkRL FOROTHEHIS TRUSSAWING COMPONENTCRTE OUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIPSISHRPNTYFTHNPANSI/TPI Job! (20 5B) Brevard-Oak Ln. -2063 Rza I eo / G2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#2-13B :T2 2x4 SP M-31: 160 mph wind, 15.00 Ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 4.50 Bot chord 2x4 SP-#2-13B :B1, B2 2x6 SP-#2-13B: ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_136 GCpi ({/-)=0.18 Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS. Special loods Right end vertical not exposed to wind pressure. Lumber Dur.Fac.=1.25 / Plate Dur.Foc.=1.25) TC- From 56 IF at -1.13 to 56 PIF at 6.00 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead TC- From 28 pIF at 6.00 to 28 pIF at 13.06 load is 1.50. TC- From 56 plf at 13.06 to 56 pIF at 15.67 TC- From 56 pIF at 15.67 to 56 pIF at 24.48 Left bottom chord exposed to wind. TC- From 56 pIF at 24.48 to 56 pIF at 28.67 TC- From 56 pIF at 28.67 to 56 pIF at 30.00 TC- From 56 pIF at 30.00 to 56 pIF at 40.66 TC- From 56 pIF at 40.66 to 56 IF at 45.67 BC- From 20 pIF at 0.00 to 20 pIF at 5.06 BC- From 10 pIF at 5.06 to10 plf at 8.00 BC- From 10 pIF at 8.00 to 10 plf at 14.17 BC- From 20 pplF of 14.17 to 20 pplF at 23.83 NO 584 04f 8BC- From 20 pIF at 23.83 to 20 plf of 33.83 84 84 BC- From 20 IF at 33.83 to 20 If at 45.67 32'7"4 I TC- 584.00 Ib Conc. Load at 7.061 9.06,11.06,13.06 BC- 636.26 Ib Conc. Load at 5.06 BC- 436.00 Ib Conc. Load at 7.06, 9.06,11.06,13.06 a) #3 or better scob brace. Same size & BOX length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails 0 6" OC. o6, 9,8" --}- 13' 10'7"15 lLnmustWARNING: Furnish a copy of this DWG to the installation controctor. Speclal core must be taken during handling, shipping and Installation of trusses. SeeWARNING" note be ow. 5 X 8 C8 ro 12 o3 4 3X4 0 (n CD 6 T2 3 .5X 4xi co i3 - - 2.10"3 0 0 3'4"3 4X 2" 1y 4 6 3 3 4X6 =3X4 1113X6 g 1 =4X5=4X6 116%12 (R) 13' 10" Bz 31 ' 10" I 13' 10- 31 '6- 45'8 6- 45'8 I N NTN32 I7"4 636#36436 36436# LEFT RAKE = 1 ' 1"7 DESC•JIG G26' 10"7 R=1983# U=780# W=8" R=1192# RIMg 9867 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(DX)/O(Ol(R I i d dceXOTRL= 1 REV. 1(?. Ld5S07` EZOLE -0.0958 WARNING-;.TRUSSESTRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING H4 ST # AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING FIND BRACING) UgMgH D T7RRI TRU TIC LL 20.O pR& REF__ PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) 1 0RI F4i102 6i ) PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP C 0 SHALL HAVE TC DL 7 -O pR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSWOOD CEILING. ;}IMPORTANT* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0 P DR WGALPINEDESIGN;ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HANDLING, NY FAILURE TO BUILD SHIPPING, INSTALLINGHANDRUSSES BRACINGNOFONFORMANCE TRUSSES. WITHTPI: CONFORMSWITHNG APPLICABLE B C LL O.O p 'F EZ 3620 Bobbi Lane-Titusville,Florida-32763 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. 37 .0 O/R LEN. 450800 Ph: (321)-363-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 THIS ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS RESPONSIBOILITY SOLELYSAL ON FOR THEHIS TRUSSAWING COMPONENTCRTE OUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PRRTICULAR BUILDING SPACING 24.0" TYPE SPECHRPNTYFTHNRNTPTION Job' (20 56) Brevard-Oak Ln. -2063 Rzo I ea / H11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind, 15.00 Ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP-#1-13B :62 2x4 SP-#2-13B: Ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_13B GCpi (+/ )=0.18 Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase Factor For dead Bottom chord checked For 10.00 psF non-concurrent live load.load Is 1.50. MWFRS foods based on trusses located at least 7.50 Ft. From rooF edge. 17' 4 XB12 6 2X r2X4 n Ln o Ll co co 4 oX5 4X5 r)3 jxb B2 39' 4" Fri=39' 4 R=1547# U=717# RL=268/-268# W=8" R=1547# U=717# W=8" Rigid Surface) Rigid Surface) LEFT RRKE = 1 ' 17 RIGHT RRKE = 1 ' 1"7 LEFT JIG = 12'5"B RIGHT JIG = 12'5"8 DESC. = H11 SEO = 449822 PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X[OX)/ DID) OT Y= 1 T O T RL= 1 REV. 1 3.0 1 .05.0724=L E =0. 1835 ANDAG.BRACINTRREFER USSES TOOHIB- IXTREME EFABRICATING HANDLINGINSTALLINGAND6RACING) NG UBLISHEDG YITPIALLING( TRUSS TC LL 20.Op R EF PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7.OPR& DATE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS OOD CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10•O D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HANDLING, SHIPPING, INSTALLIINGHANDRUSSES BRACINGNOFONFORMANCTRUSSES. ANY FAILURE TO BUI1D WITH DESIGNICONFORMSRICWITHING RPkICABLE BC LL O.OpR& MC 3626 Bobbi L. -Tit-111s.Florida-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. 37 .0 O/R LEN. 390400 Ph: (321}383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0ls Fax:(321)-383-0362 ACCEPTANCETHIS NbFPPROFESSIONALOSITION EENGINEERINGCTORS PER RRESPONSIBTLITY SOLELY FORAL OTHEHTRUSSIS ACOMPONENTINDICATE DUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE HIPSTHRPNTYOFTHENNPERANSI/TPI Job` (200513) Brevard-Oak Ln. -2063 Azo I eo / H11A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_138 :T3 2x4 SP_#1_138= 160 mph wind, 15.00 ft moon hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP_#1_136 :62 2x4 SP-#2-13B: ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC OL-5.0 psf. Webs 2x4 SP_#3_136 GCpi (+/-)-0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. a) #3 or better scab brace. Some size & BOX length of web member. Attoch with Right end vertical not exposed to wind pressure. 10d Box or Gun (0.128"x3",min.)nails 0 6" OC. Bottom chord checked For 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge. 26'l f T3 6 12 6 2 X a) n (n 0 0 U7i U) (D CO 3X6 3 B2 37' l F 37' 1 R=1459# U=660# RL=262/-91# W=8" R=1399# U=668# W=4" Rigid Surface) Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 12'5"8 RIGHT JIG = 26'7"13 DESC. = H11A SEO = 449823 PLT. TYP. WAVE DESIGN CRIT-FBC2010RE5/TPI-2007 FT/RT•20X(OX)/0(0) OT Y= 1 T O TRL= 1 REV. 13.01 .05.0724 SQLE =O. 1995 WARNING- HANDLINGTRUSSESREQUIREEXTREMECAREINFRBRICRTINGHANDLING SHIPPING INSTALLING FIND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) SUBLISHED SY TPI (TRUSS TC LL 20.0pRe REF PLATE INSTITUTE, 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC D L 7 .0 DRTE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSRNDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSS OOD CEILING. .*IMPORTANT. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 10-0P ORWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APSLICABLE BC LL 0•0P EZ ave3620BobbiL -Tit—Me,F7mida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL TOT.LD. 37 .0 O/R LEN. 37 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED % THISFax:(321)-383-0362 ACCEPTTANCENOFPOSITION PROFESSIONALECTORS ENGINEERINGRAWINGS 160 A-Z. THE RESPONSIBILITY SOLELYSAL FOROTHEHIS TRUSSAWING COMPONENTCRTE OUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING PACING 24.0" TYPE HIPMTHRESPFTNNRPERANSI/TPI 1 1995 SECTION 2. Job` (20056) Brevard-Oak Ln. -2063 Azalea / H11B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 The maximum horizontal reaction is 234# Bot chord 2x4 SP_#1_136 Webs 2x4 SP_#3_136 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00Ftfromroofedge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wend BC DL-5.0 psf. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC GCpi (+/-)-0.16 Special loads Deflection meets L/360 live and L/240 total load. Creep Increase factor for deadLumberDur.Foc.=1.25 / Plate Dur.Foc.=1.25) load is 1.50. TC- From 56 IF at 0.00 to 56 IF at 11.00 TC- From 56 plf at 11.00 to 56 plF at 23.46 MWFRS loads based on trusses located at least 7.50 ft. from roof edge. BC- From 20 plF at 0.00 to 20 plf at 7.00 BC- From 20 plF at 7.00 to 20 plf at 7.18 BC- From 60 plf at 7.18 to 60 plF at 14.62 BC- From 20 plF at 14.82 to 20 plF at 15.00 BC- From 20 plF at 15.00 to 20 plF at 22.33 Wind loads and reactions based on MWFRS. 10'8" la) 5X7 12 6 2X4 2X4 n In o M ch co co 3X5 (B 3X5 (Al) 6"3 4"3y X X 22' 4" I 22. 4.. R=996# U=588# RL=235/-227# W=4"R=1058# U=634# 1 W=8" Rigid Surface) Rigid Surface) RIGHT RAKE = 1 ' 1"7 LEFT JIG = 12'5"8 RIGHT JIG = 12'9"1 DESC. = H11B SEO = 449911 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-2DX(DX)/ 0(0) QTY= 1 TOTAL= 1 REV. 13.01 .05.0724 ST3)LE =0.2869 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) UBLISHED SY TPI (TRUSS TIC LL 2 0.0PRa R EF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INOICRTEO TOP CHORD SHALL HAVE TIC DL 7. OPR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI Russ 001) CEILING. *•IMPORTANT* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C CIL 1 O.OP DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL MC 3820BobbiLare-Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICRN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. STEELT 0T.L D. 3 7 .O 0/A LEN. 220400 Ph: (321-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FRCE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321383-0362 THIS DESIGN SSPOSITIONCONNECTORSPERDRAWINGS160R-Z. THE BL ON THIS DRAWING INDICATEE OUR.FRC. 1 .25 JOB #: 20056 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE SPECTHRPNTFTNSIGNRPERAN /TP SECTION 2. JObt (2005'6) Brevard-Oak Ln. -2063 Rza I ea / H13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_13B 160 mph wind, 15.00 Ft mean hppt, ASCE 7-10, CLOSED bldg, not locoted within 9.00 Bot chord 2x4 SP_#2_13B Ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_138 GCpi (+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead Bottom chord checked For 10.00 psf non-concurrent live load.load Is 1.50. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge. 13' wim 13' 413' I I— Xe 1112X4 X8 12 6 rl 005X 5X8 LO LO0 rl CY) co 4X5 4X5 (J2) 13 1112 X 14 bXb 1112X4 39'4" I 39' 4 R=1483# U=675# RL=293/-281# W=8" R=1545# U=716# W=8" Rigid SurFace) Rigid Surface) RIGHT RRKE = 1 ' 1"7 DESC_JIG H134' 8-5 RIGHTSEOG= 449824 PLT. TYP.-WRVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20XtOX)/0[0) QTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE =0. 1874 WARNING++ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING) i&UBLISHED OY TPI (TRUSS TC LL 20 . O RE F PLATE INSTITUTE, 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .O PP& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSS OOD CEILING. ++IMPORTANT++ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 O•O P DRWGALPNEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, IINSTALLINGANDBRACNGOFTRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL O•O PR& MC 3820BobbiLaoe-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPEC FIC PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA RSTM A653 GR40 GALV. STEEL T0T.LD. 37 .O 0/R LEN. 390400 Ph: (321)-383-M EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTANCENOFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE SAL OH RESPONSIBILITY SOLELYFORTHETDRAWING INDICATES TRUSS COMPONENT DUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIPSTHRESP,P TY F T N N P N 2. Job' (20 5S) Brevard-Oak Ln. -2063 Rzo I ea / H13R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind, 15.00 Ft mean hqt, RSCE 7-10, CLOSED bldg, not locoted within 9.00Botchord2x4SP_#2_136 :B3 2x4 SP-#1-13B: ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_138 GCpi (+/-)-0.18 Lumber grodes designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. a) #3 or better scab brace. Some size & BOX length of web member. Attach with Right end vertical not exposed to wind pressure. 10d Box or Gun (0.128"x3",min.)noils 0 6" OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor For deadloadis1.50. MWFRS loads based on trusses located at least 7.50 Ft. From roof edge. Left bottom chord exposed to wind. f 13' 26' 4" 1 3X5 12 1112X4 6 05X ro U`) U') o a) a) o cY) M CO CO 3X6 3 X5 = 3X6 B3 N F 39' 4 I R=1331# U=583# RL=305/-106# W=8" R=1475# U=708# W=4" Rigid SurFace) Rigid SurFace) R=237# U=101# W=11 "5 Rigid SurFace) LEFT RAKE = 1 ' 1"7 LEFT JIG = 14'8"5 RIGHT JIG = 27'2"8 DESC. = H13R SEO = 449825 PLT. TYP.-WRVE DESIGN CRIT-FOC201ORES/TPI-2007 FT/RT-20X(OX)/DID) OT Y= 1 T O T R L= 1 REV. 1 3.0 1 .0 5.0 72 4=LE WRRNING+ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRRCING. REFER TO HIB-91 (HANDLING INSTALLING FIND GRACING), PUBLISHED 6Y TPI (TRUSS TC LL 20.0 PRe RE F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 •O DATE 01-16-2014ire. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI USSWOOD CEILINGI . *•IMPORTANT+ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.O P DR W GALPNEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES GN,RNY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FRBRICATING HRNDLING SHIPPING( INSTRLLING RND BRRCING 0F TRUSSESDESIGN CONFORMS WITH AP ICRBLE BC LL 0 . 0P EZ 3620HobbiLme-Tituvvile,Florida PROVISIONS OF NDS NATIONAL DESIGN SPECIFICRTION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS RRE MADE OF 20GA ASTM A653 GR40 GRLV. STEELTOTLD. 37 •0 O/R LEN. 390400 Ph: (321)-383-0366 EXCEPT AS NOTEDAPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 ACCEPTTANCETHIS NbFP . PROFESSIONALEENGINEERINGCTORS PER RRESPONSIBIILIAWINGS 160 TY SOLELYHFORAL OTHEHTRUSSIS ACOMPONENWING TCRTE DUR..FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE HIPMTHRPNTYFTHNNTN Job` (20 56) Brevard-Oak Ln. -2063 Azalea / H15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#2-13B :T2 2x4 SP_#3_136: 160 mph wind, 15.00 ft mean hpt, RSCE 7-10, CLOSED bldg, not locoted within 9.00 Bot chord 2x4 SP-#2-13B :B3 2x4 SP_#3_138: ft from roof edge, RISK CRT IT, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP-#3-13B GCpi (+/ )-0.18 Lt Slider 2x4 SP_#2_136: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 tocol load. Creep increase factor for deadloadis1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 10' 101, 9' 4" 15' I T2 12 X 1112X4 X81112%4 6 3X 5X8 In In o 1114X ( X 5X DD DD 9"3 1 2'5Xb -3X8 1,11_8 3X6 0'3 B3 35.2" I R=1323# U=263# RL=267/-292# W=4" R=1393# U=372# W=8" Rigid Surface) Rigid SurFace) RIGHT RRKE = 1 ' 1"7 LEFT JIG = 12'5"11 RIGHT JIG 16' 11"2 DESC. = H15 SEO = 449826 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(OXI/ 0(0) QTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE -0.2089 RNORBRACING.TRREFER TO HUSSES IB- IX(HANDLINGETREME CAREINSTALLINGAANDIN FABICTINGORACING),HANDLINGSHIPPINNSTLLING UBLISHEDGOYITPIA( TRUSS TC LL 20 . 0 R EF PLATE INSTITUTE, 563 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7.OPR& DATE 01-16-2014 11**• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI4Ritii; 001) CEILING. •*IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-OPPF DRW GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING Q,Q MCHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL 3620 Bobbi La--Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELT0 T.L D. 37 .0 0/R LEN. 350200 Ph: (321-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-03(32 ACCEPTTANCENOFPPROFESSIONALEENGINEERINGRRESPONSIBILITY SOLELYOFOROTHEHTRUSSRCOMPONENTCRTE DUR.FRC. 1 . 25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE HIPSTHRPNYFTHNNTN Job•- (20 56") Brevard-Oak Ln. -2063 Azalea / H15A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 :T1, T5 2x4 SP_#3_136: RII plates are 3X4 except as noted. Bot chord 2x4 SP_#2_13B :61 2x4 SP_#3_136: Webs 2x4 SP_#3_136 160 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00ftfromroofedge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-S.0 psf. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC GCpi ({/-)-0.18 a) #3 or better scob brace. Some size & 809 length of web member. Attach with Wind loads and reactions based on MWFRS with additional C&C member design. 10d Box or Gun (0.128"x3",m1n.)no11s 0 6" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase factor for deadMWFRSloadsbasedontrusseslocatedatleast15.00 ft. from roof edge. load is 1.50. Left bottom chord exposed to wind. f-15'23' 4XB3X61112X4" T5 X8 4X4 12 6 2 53X a) U-) 0 5X T1 5X8 33X5 1 4 I'B 10 X L4 X II 4X (R) g 1 1113 X6 3'8 5' 10" 29' 10" 1 F 9'2 21 '8'* 7. 10" 39' 4 1 R=284# U=98# RL=238/-131# W=8" R=1141# U=469# W=4" Rigid SurFoce) Rigid Surface) R=280plF U=100pIF W=5' 10" LEFT RAKE = 1 ' 1"7 Rigid SurFoce) LEFT JIG = 16' 11"2 RIGHT JIG = 7' 10"15 DESC. = H15A SEO = 449827 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(0%)/0(D) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE —0. 1880 i*WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING1 HANDLING SHIPPING INSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) PUBLISHED Y TPI (TRUSS TC LL 20.0 R EF PRIOR TOPLATE SPERFORMING3THESEOFRIO FUNCTIONS(. SUITE UNLESSODISONbTHERWISE INDICATEDWI S) TOPRCHORDTSHALLCHAVES 7 .O 01-16-2014 re TC DL DATE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE i PROPERLY ATTACHED RIGI ll.lJss 00 CEILING. *IMPORTRNT;; FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10•OpPF D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APhICRBLE BC LL O•OPR EZ 3620 Bobbi Lar -Tit—Me.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.L D. 37 .0 O/R LEN. 390400 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Hoax:(321)-383-0062 ACCEPHIS DESIGNbFPPROFESSIONALOSITION EENGINEERINGDRAWINGS RESPONSIBIILITY SOLELYkAL FOROTHETHIS TRUSSACOMPONENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE HIPSHSTHERESPONSIBILITYFTHPNNRPERANSI/TPI 1-1995 SECT N Job•'(20 5(5) Brevard-Oak Ln. -2063 Azalea / H17 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_136 :T3, T5 2x4 SP_#3_136:160 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP_#2_136 ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC OL-5.0 psf. Webs 2x4 SP_#3_136 GCpi (i/ )=0.18 Lt Slider 2x4 SP-#2-13B: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member design. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC a) #3 or better scab brace. Some size & 80% length of web member. Attach with Bottom chord checked for 10.00 psf non-concurrent live load. 10d Box or Gun (0.128"x3",min.)noils 0 6" OC. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Deflection meets L/360 live and L/240 total load. Creep increase factor for deadloadis1.50. 12' 10" 5' 4 10'7"15 I- 3'6"9 { 1114X T3 = C8 12 6 05X8 3X4 ro a) T5 N NN 4X8 R 3X4 1114X8 ( 1.10-3 9"3 6 32' 4"8 I 32' 4"8 I R=1218# U=267# RL=240/-220# W=4" R=1231# U=274# Rigid Surface) LEFT JIG = 14'8"7 RIGHT JIG = 4' DESC. = H17 SEO = 449828 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20s[OF)/Dill) OTY= 1 TOTAL= 1 REV. 1 3.0 1 .05.07 2 4=LE =0.2342 WARNING++ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) PUBLISHED OY TPI (TRUSS TC LL 20. O RE F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE TC DL 7 •O P DR T E 01-16-2014 e• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI CEILING. ++IMPORTANT++ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 1 0.ODBCDL DRWG4111UtswooALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0•O EZ 3820 BobbiLar -Tit—ille,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELT 0 T.LD. 37 .O 0/R LEN. 320408 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED OlN THISFax:(321)-383-0362 ACCEPTTANCENOFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE OAL ON HIS DRAWING CRTE DUR.FRC. 1 .25 JOB #: 20056 RESPONSIBILITY SOLELY FOR THETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE SPECTHRPNTYTP'U N TN R PPR TP T Job• (20 5S) Brevard-Ook Ln. -2063 Azalea / H17A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_136 :TS 2x4 SP_#3_136: 160 mph wind, 15.00 ft mean hggt, ASCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP_#2_136 :61 2x4 SP M-31: ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC DL=5.0 psf. B3 2x4 SP_#1_136: GCpi (+/ )=0.18 Webs 2x4 SP_#3_136 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure. a) #3 or better scab brace. Some size & BOX length of web member. Rttoch with 10d Box or Gun [0.128"x3",m1n.)na11s 0 6" OC. Bottom chord checked For 10.00 psf non-concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50. Left bottom chord exposed to wind. X8 T5 1113X4 (R) 12 6 03X a) a) n Ln o o3X M 3X ro M CO m m 33X5 1'4 1 B3 1112X 3X 111!X5 1113B11114X (R) a) 9'3" 30' 1 ' I m F }9'2" 2110-14 7'5"10 --{ 39' 4" I R=488# U=189# RL=279/-172# W=8" R=1154# U=415# W=4" R i g i d Surface) Rigid Surface) R=1393# U=477# W=6" LEFT RAKE = 1 ' 1"7 Rigid Surface) LEFT 19 2 RIGHT JIG = 9'4"2 H1 SEO = 449829 PLT. TYP.-WRVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(0%)/ 0(W OTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE =0. 1880 WRRNING** TRUSSES REQUIREEXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRACING. IIREFERTOHB-91 (HANDLING INSTALLING AND 6RACING) UBLISHED BY TPI (TRUSS TC LL 20 .0 REF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONSI. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .OPp-& DATE 01-16-2014 i.e. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS ool) CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 10.0P DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0•OPre& EZ 3620 BobbiL. -TitmvIDe.FTmida-32763 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 37 .0 0/A LEN. 390400 Ph: (321)-383--0066 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE S AL ON THIS DRAWING INOICATEE DUR.FRC. 1 .25 JOB #: 20056ACCEPTANCEbFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIPSTHRPNTYFTHNPRRN /T - N Job` (20056) Brevard-Oak Ln. -2063 Rzo I ea / H19R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#2_138 The maximum horizontal reaction is 376# ++ Bot chord 2x4 SP-#1-13B :64, B5 2x4 SP-#2-13B: Webs 2x4 SP_#3_138 :W31 W4 2x4 SP-#2-13B: 160 mph wind, 15.00 ft mean hggt, RSCE 7-10, CLOSED bldg, not locoted within 9.00Ftfromroofedge, RISK CRT II, EXP C, wind TC DL 4. psF, wind BC DL=5.0 psf. Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC GCpi (/-)-0.18 Special loods Right end vertical not exposed to wind pressure. Lumber Dur.Foc.=1.25 / Plate Dur.Foc.=1.25) TC- From 56 plf at -1.13 to 56 IF at 11.39 Calculated horizontal deflection Is 0.13" due to live load and 0.23" due to dead TC- From 56 PIF at 11.39 to 56 plf of 19.00 load. TC- From 56 p at 19.00 to 56 IF at 26.67 TC- From 56 PIF at 26.67 to 56 IF at 34.33 a) #3 or better scab brace. Some size & BOX length of web member. Attach with TC- From 56 plf at 34.33 to 56 pIF at 39.33 10d Box or Gun (0.128"x3",min.)nolls 0 6" OC. BC- From 20 pIF at 0.00 to20 plf at 9.50 BC- From 20 plf at 9.50 to 20 plf at 21.42 Deflection meets L/360 live and L/240 total load. Creep Increase Factor For dead BC- From 20 pIF at 21.42 to 20 pIF at 31.42 load is 1.50. BC- From 20 pIF at 31.42 to 20 pIF at 38.87 BC- From 20 pIF at 38.87 to 20 plF at 39.33 MWFRS loods based on trusses located at least 15.00 Ft. From roof edge. BC- 496.00 Ib Conc. Load at 9.42 Wind loods and reactions based on MWFRS with additional C&C member design. 19' 15' 4.. 5xeX5 X8 12 4X 1113X5 (R)T T6 o a) a) a) __ a) U) O 4 mM M W4o0 3X 10 EIX 4X R) l B4 B5 (a) 39' 4 I W 9'2 23'9"13 9'5" 29' 11 " I 496# R=1926# U=516# RL=320/-213# W=8" R=1605# U=609# W=4" Rigid Surface) Rigid Sul-Face) LEFT RRKE = 1 ' 1"7 LEFT JIG = 21 '4"13 RIGHT JIG 11 '0"8 DESC. = H19R SEO = 449830 PLT. TYP.-WRVS DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20X(0%)/0(0) O TY= 1 T OT R L= 1 REV. 1 3.0 1 .05.07 2 4=LE -0. 1427 WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHEDSHIPPING, TPI (TRUSS TC LL 20.0 PP& R E F PLATE INSTITUTE, 583 0 ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .0 PR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGIA!RUSSWOOD CEILING. ++IMPORTRNT*+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OIL 10.O P DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APSLICABLE BIC LL 0.0 PR& EZ ana3820BobbiL -Tit-Me.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LID. 37.0 O/R LEN. 390400 Ph: (321)-383-0066 EXCEPT AS NOTED. APPLY CONNECTORS TCTORS PERO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THIS DESIGOSITIONFax:(321)-383-0362 ACCEPTTANCENOFPPROFESSIONALEENGINEERINGRRESPONSIBAWINGS ILITY SOLELYSFORAL OTHEHTRUSSIS ACOMPONENTWING CRTE OUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PRRTICULRR BUILDING SPACING 24.0" TYPE HIPSTHREPNTYFHNNP1995SECTION2. Job" (20056) Brevard-Oak Ln. -2063 Azalea / H21R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_138 The maximum horizontal reaction is 376# a* Bot chord 2x4 SP_#1_138 :631 B4 2x4 SP_#2_138: B5 2x4 SP_#3_136: 160 mph wind, 15.00 Ft mean hqqt, ASCE 7-10, CLOSED bldg, not locoted within 9.00Webs2x4SP_#3_136 :W3, W4 2x4 SP_#2_138: ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psF, wind BC DL=5.0 psF. GCpi (+/-)-0.18 Lumber grades designated with "136" use design values approved 1/30/2013 by RLSC Right end vertical not exposed to wind pressure. Special loads Lumber Our.Foc.=1.25 / Plots Dur.Foc.=1.25) Calculated horizontal deflection is 0.13" due to live load and 0.23" due to dead TC- From 56 IF at -1.13 to 56 IF at 11.39 load. TC- From 56 IF of 11.39 to 56 IF at 21.00 TC- From 56 pIF of 21.00 t0 56 IF at 32.33 a) #3 or better scob brace. Some size & BOX length of web member. Rttoch with TC- From 56 P at 32.33 to 56 plf at 39.33 10d Box or Gun (0.128"x3",min.)nails 0 6" OC. BC- Fram 20 PIP at 0.00 to 20 pIF of 9.50 BC- From 20 plf at 9.50 to 20 pIF at 19.17 Deflection meets L/360 live and L/240 total load. Creep increase Factor For deadBC- From 20 PIP at 19.17 to 20 PIP at 29.17 load is 1.50. BC- From 20 PIP at 29.17 to 20 PIP at 38.87 BC- From 20 plf at 38.87 to 20 PIP at 39.33 MWFRS locds based on trusses located at least 15.00 Ft. from rooF edge. BC- 496.00 Ib Conc. Load at 9.42 Left bottom chord exposed to wind. Wind loads and reactions based on MWFRS with additional C&C member design. 21 ' 1-1 1 ' 4" 7 X8 12 6 4XLO 0 a a)4X6 o a) a) a)3 4 a) M M a) a0. h 04 W a) H a) c'3 5X ) 1 e = a-J7 II Yb 83 I 111384a)B5 39. 4.. I m m J}--9.2,. 25'8"11 m 9'5" 29' 11 496# R=1926# U=709# RL=361/-254# W=8" R=1605# U=801# W=4" LEFT( F*0=Stir Qf_e) Rigid Surface) LEFT JIG = 23'7"10 RIGHT JIG = 12' 10"15 DESC. = H21R SEO = 449831 PLT. TYP.-WRVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20X(DX)/0(W OTY= 1 TOT R L= 1 REV. 1 3.0 1 .05.07 2 4=LE =0. 1301 WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING) IUBLISHED SY TPI (TRUSS TIC LL 20.0 PR& RE F PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 . O PPE& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI R USSWOOD CEILING. ..IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BIC DL 10.O P DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0.0 PFE& EZ 3620BobbiL. -Titusville,FIoWa-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEELTOT.LD. 37 .0 O/R LEN. 390400 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE RESPONSIBILITY SOLELYSAL FOROTHEHIS TRUSSAWING COMPONENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE HIPSTHRPNTYFTHBPERANSI/TPIN Job- (20056) Brevard-Ook Ln. -2063 Azalea / H7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B 160 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not locoted withln 4.50 Bot chord 2x4 SP_#2_136 Ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wend BC DL-5.0 psf. Webs 2x4 SP_#3_136 GCpi (i/-)-0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor For dead Bottom chord checked For 10.00 psF non-concurrent live load.load Is 1.50.MWFRS loads based on trusses located of least 7.50 Ft. from roof edge. 12 6 5X A 3X4 3X6 1112X4 3X4 X8 T T U) in 4X5 c 3X6 n 3'P11 3 6 3X5 37'5' I 37.5.. I R=1475# U=687# RL=66/-141# W=8"R=1415# U=651# Rigid Surface) LEFT RAKE = 1 ' 17 LEFT JIG = 7' 11"14 RIGHT JIG = 6'4"8 DESC. = H7 SEC = 449832 PLT. TYP.-WAVE DESIGN CRIT-FBC201DRE5/TPI-2007 FT/RT-20X(09)/DID) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE =0. 1974 i WARNING+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING) PUBLISHED BY TPI (TRUSS TC LL 20.O REF PLATE INSTITUTE, 563 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .OPR& DRT E 01-16-2014 I PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE APROPERLY ATTACHED RIGI RUBSWOOD CEILING. •IMPORTRNT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 -OPR& DRW GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2220 DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, Q,Q EZHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 3820 Bobbi La -Titusville,Flmida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LID. 37 .0 0/R LEN. 370500 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-M ACCEPTTANCEHIS DESIGNbFPOSITION PROFESSIONALEENGINEERINGDRAWINGS RESPONSIBILIkAL OTHIS DRAWING CRTE DUR.FRC. 1 -25 JOB #: 20056 TY SOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE SPECT14FRESPONSTRTITTYOFTHPPERANSI/TPISECTION 2. Job (20,056) Brevard-Oak Ln. -2063 Rzo I ea / H9R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP-#2-13B 160 mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00Botchord2x4SP_#1_138 :62 2x4 SP_#2_136: ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC OL-5.0 psf. Webs 2x4 SP-#3-13B GCpi (+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. a) #3 or better scob brace. Some size & BOX length of web member. Attach with Right end vertical not exposed to wind pressure. 10d Box or Gun (0.128"x3",min.)nails 0 6- OC. Bottom chord checked for 10.00 psf non-concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor For deadloadis1.50. MWFRS loods based on trusses located at least 7.50 ft. from roof edge. f 9' T- 28'1 12 3X45xe 3X6 1112X4 T T 6 P 14 2 Xm a)a) M (n (n 0 0 ro ro 3X6 u' u' 3 HU3UB = TX5 = B2 37 1 37' R=1459# U=667# RL=219/-80# W=8" R=1399# U=662# W=4" Rigid Surface) Rigid Surface) LEFT RRKE = 1 ' 1"7 LEFT JIG = 10'2"11 RIGHT JIG = 28'5" OESC. = H9R SEO = 449833 PLT. TYP.-WRVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20%(0X)/0(0) OT Y= 1 T O TRL= 1 REV. 13.01 .05.0724=L E =O. 1995 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND GRACING) UBLISHEO 6Y TPI (TRUSS TC LL 20.0PRe R EF PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .0PFE& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSWOOD CEILING. **IMPORTRNT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 1 0.0P D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMRNCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0•0PR& EZ 3520 Bobbi L. -Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST FIND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.L D. 37 .0 0/R LEN. 37 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-363-0362 ACCEPTTANCETHIS NbFPPROFESSIONALOSITION EENGINEERINGRRESPONSIBILITY SOLELYTHE FORAL OTHEHTRUSSIS ACOMPOWING NENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPRC I NG 24.0" TYPE H IPMTHREPNTYFTHNNPERN /TP SECTION 2. Job r(20058) Brevard-Oak Ln. -2063 Azalea / H9B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRRM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B :T2 2x4 SP_#3_136: 160 mph wind, 15.00 ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Bot chord 2x4 SP_#2_13B ft from roof edge, RISK CRT II, EXP C, wind TC DL=4.2 psf, wind BC DL-5.0 psf. Webs 2x4 SP_#3_13B GCpi ({/-)-0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/24O total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent live load.load Is 1.50. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge. r 4.8.. 9' 4X8 T2 =4X8 12 6 s2X4 2X4 L0 (n 0 rl rl U) L0 3X4 (Bi 3X4 (R1)T 6"3 4"3 1 5X8 3X8 22' 4' I 22' 4' R=841# U=379# RL=195/-187# W=4" R=907# U=422# W=8" Rigid Surface) Rigid Surface) RIGHT RAKE = 1 ' 1"7 DESC. I= H9B' ll"3 RIGHTSEOG= 40498381 PLT. TVP.-WRVE DESIGN CRIT-F8C2O10RES/TPI-2OD7 FT/RT-2OX(DX)/ D(D) O TY= 1 TOTAL= 1 REV. 1 3.0 1 .05.0724=L E =0.3232 FINDABRRCILLING NG.TRREFER TO HIB- IUSSES REOUIRE X( HANOLINGTREME EINSTALIN BINGRRNDGSRRCINGING UBLISHEDGSYITPIA( TRUSS TC LL 20. O R EF PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC OL 7 -OPR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI 11 . OOD CEILING. **IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 10.O D RWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APSLICABLE BC LL 0-0 F MC Lane3620BobbiLe-Titusville,Florida-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS FIRE MADE OF 2OGR ASTM A653 GR4O GRLV. STEELT0 T.L0. 37 .0 0/R LEN. 220400 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 THIS ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 -Z. THE RESPONSIBILITY SOLELYSFOROTHEHTRUSSRCOMPONENTCRTE DUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE SPECTHRPNYFTHNNRRTN JOb' (2DO58) Brevard-Oak Ln. -2063 Azalea / HG3-2PLY THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#3_138 :T3, T4 2x4 SP_#2_136: 2 Complete Trusses Required Bot chord 2x6 SP-SS-13B Webs 2x4 SP_#3_138 :W7 2x4 SP_#2_136: Lumber grades designated with "136'• use design values approved 1/30/2013 by ALSC Noll Schedule:0.148"x3" men. noels Top Chord: 1 Row 012.Ob" o.c. Special loads Bot Chord: 1 Row 0 4.25" o.c. P Webs : 1 Row 0 4" o.c.Lumber Dur.Foc.-1.25 / Plots Dur.Foc.-1.25) Use equal spacing between rows and stagger noelsTC- From 56 plF at -1.13 to 56 plf of 3.00 123# i pch row to ovoid splitting.TC- From 26 pIF at 3.00 to 28 PIF at 5.33 TC- From 56 pIF at 5.33 t Sp6plfof6.67 t 1 ' 1 "1 4 1 ' 1 "19*)ta plote(s) reaw irecial posltionldo. Refer to scaled plate plot detailsTC- From 56 p I f )t 6.67 t 56-p+ aQ'®.'0® T I for Tspec I o I pas I t I orY)n r qu I rements 1BC- From 20 pIF at 0.00 to 20 plf at 3.03 BC- From 10 pIF at 3.03 to !0 pIF at 9.00 160 mph wind, 15.00 Ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 4.50TC122.92 Ib Conc. Load at 3.03, 5.30 ft f om roof edge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC DL=5.0 psF.TC- 63.99 Ib Conc. Load at 41.17 I 0 1BBC- 74.35 Ib Conc. Load at5.33' T 2'4" - 1 4 - 2' 4" -- BC- 51.43 Ib Conc. Load at 4.17 Wind loads and reactions based on MWFRS.BC- 2495.24 Ib Conc. Load at 5.06 BC- 1415.04 Ib Conc. Load at 7.06 Deflection meets L/360 live and L/240 total load. Creep increase Factor For deadloadIs1.50. 4X8 4X8 T3 T4 12 6X12 (SRS) 6 1112 X 4 o LO LO i 3X5 (R l)W N M ro 4 3X4 5X7 1112X4 O 1116X8 O 9' I 1 .9' I 3'0" 61 ' 1 "10 o N 1 '9"2 - I ' 11 "4 74# 51 6 2495# 1415# R=1995# U=933# W=8" R=3041# U=1418# Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 3'6"4 RIGHT JIG = 2'7"6 DESC. = HG3-2PLY SEO = 449875 PLT. TYP.-WAVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20F(DZ)/0(0) OT Y= 1 PLIES= 2 T O TRL- 2 REV. 1 3.0 1 .05.0 724 SALE -0.6700 WARNING• TRUSSES REOURE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRRCING. IREFERTOHB-91 (HANDLING INSTALLING AND BRACING) UBLISHED SY TPI (TRUSS TC LL 20.OPR& REF PLATE INSTITUTE, 5B3 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TIC DL 7 .OpRe DATE 01-16-2014 i.e. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE i PROPERLY ATTACHED RIGI RUS. OD CEILING. *IMPORTANT•• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.Opl& DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING Q,Q MCHANDLING, SHIPPING, INSTALLING AND BRRCING OF TRUSSES. DESIGN CONFORMS WITH APhICRBLE BC LL 36ZD BobbiLoge-Tit-Me.Florida-32763 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELT 0T.L D. 37 .0 0/A LEN. 9 Ph: (321)-383--0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-M ACCEPTTANCENOFPPROFESSIONALEENGINEERINGRRESPONSIBOILITY SOLELYTHE SAL FOROTHETHIS TRUSSDRAWING COMPONENTCATE D UR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE SPECTHE "SPOPN TV F TH N N P T N Job (20056) Brevard-Oak Ln. -2063 Azo I ea / HG5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x6 SP-SS-Dense-13B :T1, T5 2x4 SP M-31: 1 plote(s) require special positioning. Refer to scaled plate plot details Bot chord 2x6 SP_SS-Dense_136 for special positioning requirements.Webs 2x4 SP_#3_136 :W2, W8 2x4 SP M-31: W6 2x4 SP-#2-13B: :W10 2x4 SP_#1_136: 160 mph wind 15.00 Ft mean hqt RSCE 7-10, CLOSED bldg, Locoted anywhere In roof, RISK CIT II, EXP C, wind fC DL-4.2 psf, wind BC DL-5.0 psf. Lumber grades designated with "138" use design values approved 1/30/2013 by RLSC GCpi (i/-)-O.1B Special loads Wind loads and reactions based on MWFRS. Lumber Dur.Foc.-1.25 / Plate Dur.Fac.-1.25) TC- From 56 IF at -1.13 to 56 plF at 0.00 a) #3 or better scab brace. Same size & 80X length of web member. Attach with TC- From 56 plF at 0.00 to 56 plf at 5.00 10d Box or Gun (0.128"x3",min.)noIIs 0 6" OC. TC- From 90 plF at 5.00 to90 plF at 34.06 TC- From 56 plF at 34.06 to 56 plF at 37.42 Deflection meets L/360 live and L/240 total load. Creep increase Factor for dead BC- From 20 PIF at 0.00 to 20 plF at 5.00 load Is 1.50. BC- From 34 plF at 5.00 to 34 plF at 34.06 BC- From 20 plF at 34.06 to 20 plF at 37.42 Calculated vertical deflection is 0.58" due to live load and 0.78" due to dead BC- 201.76 Ib Conc. Load at 5.00 load at X - 19-8-0. BC- 175.00 Ib Conc. Load at 35.06,37.06 5 29' 4 m3' I " j 12 6 7X8X4 = Gxe = X6 X8 T5 2 10"3 T1 a W2 0 4X8 (**JI T 4X8 ( W1 3T1 3'3"15 3'3"15 3 IpmMlu 1, L 37'5" I 37'5 I S 5' 30'0 12 N 202# 175# 175# R=2326# U=1028# W=8" R=2495# U=1135# Rigid Surfoce) LEFT RAKE = 1 ' 17 LEFT JIG = 5'9"1 RIGHT JIG = 4'2"6 DESC. = HG5 SEO = 449872 PLT. TYP.-WRVS DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20%(0X)/0(0) QTY= 1 T O TR L= 1 REV. 1 3.0 1 .05.07 2 4=LE =0. 1974 WRRNING TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED OY TPI (TRUSS TC LL 20.0 PRa R E F PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FORSAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION6u. UNLESS OTHERWISEINDICATED TOP CHORD SHALL HAVE TC DL 7 .O PR& DATE 01-16-2014 ire. PROPERLY ATTACHED STRUCTURAL PANELS AN BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI4R'Utswo CEILING. *•IMPORTANT•+ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 -OPR& DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING 0.0 PFE& EZHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 3620Bobbi Lans-Tituaville.Florida-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM A653 GR40 GALV. STEELTOT.LD. 37 .0 O/R LEN. 370500 Ph: (321-383-M EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS FIND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENOFPPROFESSIONALEENGINEERINGRRESPONSIBIILITY SOLELYOAL FOROTHEHIS TRUSSRWING COMPONENTCRTE OUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWTHE SUITABILITY RND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE SPECTHRP NN. TY F TH N R /T T N Job:'(2(1256) Brevard-Ook Ln. -2063 Azalea / HG7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT Topp chord 2x6 SP-SS-13B :Ti 2x4 SP_#2_136: 160 mph wend 15.00 Ft mean hqt ASCE 7-10, CLOSED bldg9, Located anywhere In T3 2x6 SP-#2-13B: roof, RISK Ck II, EXP C, wind fC DL-4.2 psf, wind BC DL=5.0 psF. Bot chord 2x4 SP M-31 GCpi (+/-)=0.18 Webs 2x4 SP_#3_136 :W2, W6 2x4 SP_#2_136: WB 2x4 SP_#1_136: Wind loads and reactions based on MWFRS. Lt Wedge 2x4 SP_#3_136: Right end vertical not exposed to wend pressure. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Calculated horizontal deflection is 0.11" due to live load and 0.15" due to dead a) #3 or better scab brace. Some size & 80X length of web member. Rttach with load. 10d Box or Gun (0.128"x3",m1n.)no1ls B 6" OC. 1 hip supports 7-0-0 hacks with no webs. Left side ,Jacks hove 7-0-0 setback with 0-0-0 cant and 1-1-9 overhang. End jackshove7-0-0 setback with 0-0-0 cont and 1-1-9 overhang. Right side Jacks have Deflection meets L/360 live and L/240 total load. Creep increase factor For dead 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang, load is 1.50. Calculated vertical deflection is 0.49" due to live load and 0.66" due to dead load at X - 21-11-0. i7. 30. 12 6 1111 4X14 V5 1113X5 T3 7X 10 T1 Cal a)W abJ W2 c m ro -4X12 C0 D'3 4X 12 10_—b)X 142 3X10 Ir- 37' I 37' I 7' 30'I 461# R=2882# U=1313# W=8" R=3029# U=1354# W=4" Rigid Surface)Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 7' 11"14 RIGHT JIG = 30'2"15 DESC. = HG7 SEO = 449863 PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X[0%)/ DID) OTY= 1 TOTAL= 1 REV. 13.O1 .05.0724=LE =0. 1995 WRRNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING RNO BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING) SUBLISHED SY TPI (TRUSS TC LL 20.O Pf!& REF PLATE INSTITUTE, 563 D'ONOFRIO DR. SUITE 200L MADISON, WI. 53719) FOR SAFETY PRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHRLL HAVE TC DL 7 -OPR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGIlih'SOOD CEILING. -;IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.OP DRW GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING Q , QP EZHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APSLICABLE BC LL 3620 BobbiLar -Tit—Me.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.L D. 37.0 0/A LEN. 37 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE RESPONSIBILITY SOLELYSFOROTHEHIS TRUSSAWING COMPONENTCATE D UR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR RNV PARTICULAR BUILDING SPACING 24.0" TYPE HIPM1HRPNTYFTHNRPRRN /TP - SECTION 2. Job x(20 56) Brevard-Oak Ln. -2063 Azalea / HG7B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B 160 mph wind 15.00 ft mean hqqt RSCE 7-10, CLOSED bldq., Located anywhere In Bot chord 2x4 SP_#1_138 :B2 2x4 SP-#2-13B: roof, RISK C T II, EXP C, wins fC DL-4.2 psf, wind BC DL=5.0 psF. Webs 2x4 SP_#3_136 GCpI (+/-)=0.18 Lumber grades designated with -13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS. Left side hacks have 7-0-0 setback with 0-0-0 cant and 1-1-9 overhang. End jacks #1 hip supports 7-0-0 hacks with no webs. have 7-0-0 setback with 0-0-0 cant and 1-1-9 overhang. Right side Jacks have7-0-0 setback with 0-0-0 cant and 1-1-9 overhang. Deflection meets L/360 live and L/240 total load. Creep Increase factor for deadloadis1.50. 7' l 12 4X8 1112X4 5X8 U') Lr) o M cY 4X6 (B2 4X6 (R2) 6"3 PU i U4_3 1112X4 =H0308 =3X8 B2 1112X4 22'4" l 22'4" 7' 8'4" 7' I 461# 461# R=1661# U=746# W=4" R=1730# U=798# W=8" Rigid Surface) Rigid Surface) RIGHT RAKE = 1 ' 17 LEFT JIG = 7'8"6 RIGHT JIG 7' 11"14 DESC. = HG7B SEO = 449864 PLT. TYP.-WRVE DESIGN CRIT-FBC2D10RES/TPI-2007 FT/RT-20X(0%)/0(D) OTY= 1 T OT R L= 1 REV. 1 3.0 1 .05.07 2 4 SALE -0.3232 WARNING+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLINGy SHIPPING INSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING), PUBLISHED 6Y TPI (TRUSS TC LL 20.O REF PLATE INSTITUTE, 583 O'ONOFRIO DR, SUITE 200t MADISON, WI. 53719) FOR SAFETY PRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS(. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 •OPR& DATE 01-16-2014 vA e/ T 1• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS I 0 CEILING. **IMPORTANT*+ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 O•O F DRW GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING BC L L O•O MCHANDLING, SHIPPING INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APhICRBLE R&DLI I^`ar763PROVISIONSOFNOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND3620BobbiI.m,e Titusville,Florida 32 PAPER ASSOCIATION) AND TPI. REPINE CONNECTORS ARE MADE OF 20GR ASTM R653 GR40 GRLV. STEEL TOT.LD. 37 .OPR& 0/R LEN. 220400 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 R-Z. THE RESPONSIBILITY SOLELY FOROTHEHIS TRUSSAWING COMPONENTCRTE DUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOVN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIPSTHRPNTYFTHRPN / P SECTION 2. JOb:'(2058) Brevard-Oak Ln. -2063 Azalea / HJ3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#3_138 160 mph wind 15.00 Ft mean hqqt ASCE 7-10, CLOSED bldg, Locoted anywhere in Bot chord 2x4 SP_#3_138 roof, RISK C 1T II, EXP C, wind fC DL-4.2 psf, wind BC DL=5.0 psF. GCp i [+/-)=0.16 Lumber grodes designated with -13B- use design values approved 1/30/2013 by AL.SC Wind loads and reactions based on MFFRS. Hipjack supports 3-0-0 setback hacks with no webs. Deflection meets L/360 live and L/240 total load. Creep Increase factor for deadloadis1.50. 39# i 5.7..14 I R=59# U=45# NAILED 12 3- 4.24 p 2X4 (Al)ro CY) N N T 3"14 1 .5.. 0!0 4.2..15 I R=136# U=79# W=11 "5 R=23# NAILED Rigid Surface) LEFT RAKE = 1 '6" LEFT JIG = 4'7"7 RIGHT JIG = 5'9"2 DESC. = HJ3 SEO = 449857 PLT. TYP.-WAVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(0%)/0(0) OTY= 2 TOTRL= 2 REV. 13.01 .05.0724 SALE =1 .0815 ANDABRRCING.TRREFERUSSES TODHIBE9IEXTREME HRNDLINGCARE INSTRLBINGARNDG RRCING) HANDLING UBLISHEDSHIPPING YINSTALLING TRUSS TC LL 20.0 REF PLRTE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATEDt TOP CHORD SHALL HAVE TC OL 7 •0PR& DATE 01-16-2014 Ne. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE M PROPERLY ATTACHED RIGI RUSSWOOD CEILING. •*IMPORTANT— FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC D L 1 O OP DRW GRLPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPkICABLE BC LL 0.0 MC 3820 Bobbi La -Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPEC FIC PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. RLPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELT0 T.L D. 37 .0 0/R LEN. 40215 Ph: (321}383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 ACCEPTTANCENbFPPROFESSIONALEENGINEERINGRRESPONSIBILITY SOLELY FOROTHEHTRUSSRCOMPONENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0 TYPE HIP_JRCKTHEIISRESPONSIBILITYFTHENNPERANSI/TPISECTION Job•'(20 58) Brevard-Oak Ln. -2063 Azo I eo / HJ5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_138 160 mph wind 15.00 ft mean hqt ASCE 7-10, CLOSED bldg, Located anywhere In Bot chord 2x4 SP_#2_138 roof, RISK CIT II, EXP C, wins fC DL-4.2 psF, wind 8C DL=5.0 psF. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC GCp i (+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep Increase factor For deadloadis1.50. 22# tr 8.5..13 l R=198# U=148# NAILED 12 4.24 p m m -+ N N (0 M T) M 2X4 (Ai) 314 1 '5"7.0..14 1 R=207# U=105# W=11 "5 R=88# NAILED Rigid Surface) LEFT RAKE = 1 '6" LEFT JIG = 7'7"G RIGHT JIG = 8'7" DESC. = HJ5 SEO = 449858 PLT. TYP.-WRVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X[0%)/ D(D) OTY= 2 TOTRL= 2 REV. 13.O1 .05.0724=LE =0.7547 ANDABRACINGTRUSSES REFER TOOHIBE91X(HANDLINGEINSTALLINGIN AANDGBRACING)NG UBLISHEDGBYTPI INSTALLING TRUSS TC LL 2 0.0 R E F PRIOR TOTE S . PERFORMING3THESE FUNCTIDONSI. SUITE UNLESSObTHERWISE, INDICATED9)TOPRCHORDTSHALLCHAVES TC DL 7 .0 DATE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE i PROPERLY ATTACHED RIGI RUSSWOOD CEILING. ••IMPORTRNT+. FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.BC DL 1 -0 DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0•OPR& MC 382033obbiLane-Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. 37 .0 0/R LEN. 70014 Ph: (321}383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)383-03E2 THIS ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGAAWINGS 160 A-Z. THE RESPONSIBIILITY SOLELYbFOROTHEHIS TRUSSAWING COMPONENTCRTE DU R.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITRBILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0" TYPE HIP_JACKIISTHERESPONSIBILITYFTHEBUILDINGDESIGNER, ANSI/TPI T N Job-'(2W56) Brevard-Oak Ln. -2063 Azalea / HJ5C THIS DWG. PREPRRED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind 15.00 Ft mean hqt RSCE 7-10, CLOSED bldgq, Located anywhere In Bot chord 2x4 SP_#3_136 roof, RISK AT II, EXP C, wins fC DL=4.2 psf, wind BC oL=5.0 psF. Webs 2x4 SP–#3-13B GCpI (+/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS. DeFlectlon meets LA3(#O live and L/240 total load. Creep Increase factor For dead Hipjock supports 4-10-8 setback jacks with no webs.load Is 1.50. t 8'5••1 er+ k-tt-M e -,a t- —,i,d. 6'7-3 l R=195# U=157# NAILED 12 4.24 p n Ln U') Ln LnN U) Ln Ln rl 1112 X 4 1.0••11 1112 1 '6"6 6' 10"11 1 R=224# U=118# W=2"13 R=74# NAILED Rigid Surface) LEFT RAKE = 1 '7"8 LEFT JIG = 7'8"11 RIGHT JIG = 8'6"6 DESC. = HJ5C SEO = 449859 PLT. TYP.-WRVE DESIGN CRIT-FBC201GRES/TPI-2007 FT/RT-20%(0X)/0(0) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE =0.7149 WARNING• TRUSSES REOURE EXTREME CARE IN FABRICATING HANDLING SHIINSTALLING FIND BRACING. I REFER TO HB-91 (HANDLING INSTALLING AND BSHIPPING RACING), UBLISHEO 6Y TPI (TRUSS TC LL 20.O REF PLATE INSTITUTE, 563 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -OPR& DRTE 01-16-2014MaPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHRLLHAVEAPROPERLYATTACHEDRIGI RUSS 00j) CEILING. .IMPORTANT+ FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.OP DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPhICABLE BC LL 0 OP MC 3620 Bobbi Lane-Tit—flie.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP NE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL TOT.L D. 37 . 0 0/R LEN. 61011 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-363-0362 ACCEPTTANCENbFPPROFESSIONALEENGINEERINGRRESPONSIBOILITY SOLELA- Z. THESY FORbl- OTHEHTRUSSACOMPONENTCRTE DUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR RNY PARTICULAR BUILDING SPACING 24.0" TYPE HIP_JRCKTHRPNTYFTHNRPTN Job`(20056) Brevard-Oak Ln. -2063 Azalea / HJ5D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_13B 160 mph wind 15.00 ft mean hqt ASCE 7-10, CLOSED bldg, Located anywhere In Bot chord 2x4 SP_#3_13B roof, RISK CIT II, EXP C, win? fC DL-4.2 psf, wind BC DL=5.0 psf. Webs 2x4 SP-#3-13B GCpI (;/-)=0.18 Lumber grodes designated with -136" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS. Hipjack supports 44M-8 setback jacks with no webs. Right end vertical not exposed to wind pressure. Left bottom chord exl:R 8'5"1 Ind L/240 total load. Creep increase factor for deadloadis1.50. INI 1112 X 4 12 4.24 p U") U) 0 0 LO in in in ch c cTl c 3X4 T 1.0••11 1112 4 6' 10"11 1 '6"6 6' 10"11 I R=217# U=116# W=8" R=277# U=123# W=11 "5 Rigid Surface) Rigid Surface) LEFT RAKE = 1 '7"8 LEFT JIG = 7'8"11 RIGHT JIG 8'6"6 DESC. = HJ51D SEO = 449860 PLT. TYP.-WRVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20F(Ox)/0(0) OTY= 1 TOTAL= 1 REV. 1 3.0 1 .0 5.07 2 4 SALE =0.6905 WARNING-;.TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING), PUBLISHED 6Y TPI (TRUSS TC LL 20.0 PR& REF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .O PR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSWOOD CEILING. ++IMPORTRNT++ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10.0 P DRW GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE B C LL 0•0PR& MC 3820 Bobbi Lane-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GRLV. STEEL TOT.LD. 37 .0pps& O/R LEN. 61011 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE OUR.FRC. 1 .25 JOB #: 20056ACCEPTANCEbFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIP_JRCKTHERPNTVFTHRPANSI/TPIT N Job'(20056) Brevard-Oak Ln. -2063 Rzo I ea / HJ7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind 15.00 Ft mean hpt RSCE 7-10, CLOSED bid&, Located anywhere in Bot chord 2x4 SP_#2_136 roof, RISK CIT II, EXP C, wins fC DL-4.2 psf, wind BC DL=5.0 psf. Webs 2x4 SP_#3_136 GCpi (t/-)=0.18 Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC Wind loads and reactions based on MWFRS. Deflection meets L22410 live and L/240 total load. Creep increase factor for dead Hipjock supports 7-0-0 setback hacks with no webs.load is 1.50. 3'7"3 R=170# U=134# NAILED 12 3X4 4.24 p c M M ro zt- :I- 2X4 (RI) I-= 2X4 (R1) T 3"14 Li 1112X4 4X4 1 '5" 0 9' 10"13 1 R=354# U=171# W=11 "5 R=412# U=128# NAILED Rigid SurFooe) LEFT RAKE = 1 '6" LEFT JIG = 10'7"6 RIGHT JIG = 11 '4"15 DESC. = HJ7 SEO = 449861 PLT. TYP.-WAVE DESIGN CRIT-FBC201DRES/TPI-2007 FT/RT-20X(DX)/0(0) OT Y- 3 TOTAL= 3 REV. 1 3.0 1 .0 5.07 2 4=LE -0.5796 WARNING-;.TRUSSESTRUSSES REOURE EXTREME CARE IN FABRICATINGHANDLING SHIPPING INSTALLING AND BRACING. IREFERTOHB-91 (HANDLING INSTALLING AND GRACING), FUBLISHEO 6Y TPI (TRUSS TC LL 20.O p)& RE F PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -O PR& DATE 01-16-2014ice• PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS 00j) CEILING. **IMPORTANT*• FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-OP DR W G I ALPNE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES GN,RNY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APkICABLE BC L L O• O MC 3B20 BobbiL. -Titusville,Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEELTOT.LD. 37 .0 0/R LEN. 91013 Ph: (321}-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383 0062 THIS ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 150 A-Z. THE RESPONSIBILITY SOLELYkAL FOROTHEHIS TRUSSAWING COMPONENTCRTE DUR.FRC. 1 .25 JDB #: 20056 DESIGN SHOWN. THE SUITABILITY RND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIP_JRCKTRPNTYFTHENNN2. Jobr(20 5b) Brevard-Ook Ln. -2063 Azalea / M1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind, 15.00 Ft mean hppt, ASCE 7-10, CLOSED bldg, not locoted w'thin 4.50Botchord2x4SP_#2_136 ft from-roof 1edge, RISK CRT II, EXP C, wind TC DL-4.2 psf, wind BC DL-5.0 psf. Lumber grades designated with "13B" use design values approved 1/30/2013 by RLSC GCp I (+/ )-0. 8 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-conourrent live load. DeFlection meets L/360 live and L/240 total load. Creep Increase Factor For deadMWFRSloadsbasedontrusseslocatedatleast7.50 Ft. From roof edge.load is 1.50. Left bottom chord exposed to wind. R=145 U=109# NAILED 12 6 ro LO Lf) c M m m M M 2X4 (Al) T- 4"34"3 6• I R=299# Rw=324# U=137# RL=153/-56# W=8" Rigid Surface) R=109# Rw=158# U=74# NAILED LEFT RAKE = 1 ' 1"7 LEFT JIG = 6' 10"7 RIGHT JIG = 7' 1 "10 DESC. = M1 SEO = 449840 PLT. TYP.-WRVE DESIGN CRIT-FBUDIDRES/TPI-2007 FT/RT-20X(OX)/DID) OTY- 2 TOTRL- 2 REV. 13.01 .05.0724 SALE -0.6305 TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING PLATEALLING ANDFINDRINSTITUTE, 583REFER TD' ONOFRIOO HIB-91 ( DRNDLSUITEING N200ST , MADISON,SWI. 53RACING719) FORSSAFFETY PRACTICESS TC L L 2 O.Opry REF PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 -OPP& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSSOOD CEILING. •*IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10 OP DR WGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP15LICRBLE BC LL 0-0 MC 3620 Bobbi l.m,a-Tit—ille.FlmWa-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 8653 GR40 GALV. STEELTOT.LD. 37 .O 0/R LEN. 6 Ph: (321)-383-0366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENOFPOSITION PROFESSIONALECTORS ENGINEERINGRAWINGS 160 A-Z. THE SAL DHIS DRAWING CATE DUR.FRC. 1 .25 JOB #: 20056 RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY FIND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING SPACING 24.0" TYPE MONOTHREPNYFTHENDESIGNER, PER RN /TP SECTION 2. Joby(2005W Brevord-Oak Ln. -2063 Azo I ea / M2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_136 160 mph wind 15.00 ft mean hqqt RSCE 7-10, CLOSED bldgq, Located anywhere In Bot chord 2x4 SP_#2_13B roof, RISK CIT II, EXP C, wins tC DL-4.2 psf, wind BC OL-5.0 psF. Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC GCpi /-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non-concurrent live load.Deflection meets L/360 live and L/240 tocol load. Creep increase Factor for dead MWFRS loads based on trusses located at least 7.50 Ft. from roof edge.load is 1.50. R=14C U=115# NAILED 12 6 F7—,- 2X4 (R1) 5"3 9 5' 10" I R=226# U=64# RL=125/-28# W=6"R=107# U=16# NAILED Rigid Surface) LEFT JIG = 6'8"11 RIGHT JIG = 5' 10"3 DESC. = M2 SEO = 449841 PLT. TYP.-WAVE DESIGN CRIT-FOC2010RES/TPI-2007 FT/RT-2OX(OX)/O(D) OTY= 2 TOTAL= 2 REV. 13.01 .05.0724-CZMLE -0.7462 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING FIND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND RACING), 1&UBLISHED 6Y TPI (TRUSS TC LL 20.0 REF PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONSt. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE T C D L 7 .0 PR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI Russw00D CEILING. **IMPORTANT** FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. B C D L 1 O.O pc F DRW GALPINEENGINEEREDPRODUCTS, INC. SHRLL NOT BE RESPONSIBLE FOR ANY DEVIRTION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 0•OPR& MC 3828 Bobbi Lana-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL TOT.LD. 37 . 0 0/R LEN. 51000 Ph: (321)-383-0366 EXCEPT AS NOTEDAPPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(321)-383-0362 ACCEPTTANCETHIS NbFP . PROFESSIONALITION EENGINEERICTORS NGRRESPONSIBIILIAWINGS 160 TY SOLELYkFORAL OTHEHTRUSSIS ACOMPONENTWING CRTE DUR.FRC. 1 .25 JDB # 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPRCING 24.0'• TYPE HIPMTHERESPONSIBILITYFTHENNRPERRN /TP T N Job:r(2Q050) Brevard-Oak Ln. -2063 Azalea / MGIC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Topchord 2x4 SP_#2_13B :T2 2x4 SP_#3_136: Special loods Bot chord 2x6 SP_#2_138 Lumber Dur.Foc.=1.25 / Plate Dur.Foc.=1.25) Webs 2x4 SP_#3_138 TC- From56 plF at -1.21 to 56 plF at 6.92 TC- From 56 plf at 6.92 to 56 plF at 9.25 Lumber grades designated with -13B" use design values approved 1/30/2013 by RLSC BC- From 20 ppIF at 0.00 to 20 plF at 9.25 BC- 1230.96 Ib Conc. Load at 1.65 1 plote(s) require speclol posltloning. Refer to scaled plate plot details For special positioning requirements. 160 mph wind, 15.00 ft neon hqqt, ASCE 7-10, CLOSED bldg, not located within 4.50FtFromroofedge, RISK CRT II, EXP C, wind TC DL-4.2 psF, wind BC OL-5.0 psF. Wind foods and reactions based on MWFRS. GCpi (+/ )=0.18 Left cantilever Is exposed to wind Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead Bottom chord checked for 10.00 psF non-concurrent live load. load Is 1.50. I_ 16D " 0}0 2' 4.. T2 4X8 1112X4 12 6 3 X 4 CO CD iD 1114X5 ( ) TI 5o3X4 1'0"11 3X4 3X4 1114X5 (RI)j 7' 4" wim 9'3 I N 7.7..4 I 1231# R=1847# U=572# W=8" R=179# U=80# W=8" Rigid SurFace)Rigid Sul-Foce) LEFT RAKE = 1 '2"9 LEFT JIG = 8'3"2 RIGHT JIG = 5' 1 " DESC. = MGIC SEO = 449906 PLT. TYP.-WAVE DESIGN CRIT-FBC2010RES/TPI-2007 FT/RT-20X(DX)/0(Dl OTY= 1 TOT R L- i REV. 1 3.0 1 .05.07 2 4=LE -0.4208 WARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), AUBLISHED AY TPI (TRUSS TC LL 20.O PR& RE F PLATE INSTITUTE, 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .0 PP& DATE 01-16-2014 1.e. PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSSwOOD CEILING. --IMPORTANT-- FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC OL 10-0 P DR WGALPNEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPALICABLE BC LL MC 3820 BobbiLane-Titusville.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPEC FIC PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GR ASTM R653 GR40 GALV. STEEL TOT.LD. 37 .0 0/R LEN. 90300 Ph: (321)-38366 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(321)-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE SRL OHIS DRAWING CRTE DUR.FRC. 1 .25 J DB #: 20056 RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE SPECIISTHERESPONS717TYQFTHENNRPERRN /TP SECTION 2. Job:r(21105-6) Brevard-Ook Ln. -2063 Azalea / MHG5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP-#2-13B :T2 2x4 SP-#3-13B: Special loads Bot chord 2x4 SP-#2-13B Lumber Dur.Fac.-1.25 / Plate Dur.Foc.-1.25) Webs 2x4 SP_#3_138 TC- From 56 plF at -1.13 to 56 plF at 5.00 TC- From 56 plF at 5.00 to 56 plF at 6.00 Lumber grodes designated with "136" use design values approved 1/30/2013 by X?A oBC- From 20 plF at 0.00 to 20 plF at 6.00 SaTCr- I316.76 Ib Conc. Load at 5.03 160 mph wind, 15.00 ft mean hqq B jlc'R10t leeated uithin laG `yBS 177.86 Ib Conc. Load at 5.03 Ft from roof edge, RISK CRT II, EXP C, wind TC DL-4.2 ps , wind BC DL-5.0 psf. GCpi (+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00tpsf non-concurrent Ilvt,lood.I_ 2(ght lend vertical not exposed to wind pressure. Left bottom chord exposed to wind. Deflection meets L/360 live and L/240 total load. Creep Increase factor For dead load is 1.50. WT2 1112 X 4X8 Li 12 rl 6 ro 0 0 Ln (n N 2X4 (Al) T 4"3LU 1114X5 (R) 6. I 6 0 5'0"6 178# R=372# U=203# W=8" R=636# U=334# Rigid Surface) LEFT RAKE = 1 ' 1"7 LEFT JIG = 5'9"1 RIGHT JIG = 3'0"3 DESC. = MHG5 SEO = 449865 PLT. TYP.-WRVE DESIGN CRIT-FBC201ORES/TPI-2007 FT/RT-20X(DX)/O(D) OTY= 1 TOTRL= 1 REV. 13.01 .05.0724=LE -0.6226 WARNING*+ TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING1 SHIPPING INSTALLINGRNOBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING ) PUBLISHED 6Y TPI (TRUSS TC LL 20.O PR& REF PLATE INSTITUTE, 583 0.ONOFRIO DR. SUITE 200t MADISON, WI. 53719) FOR SAFETY PRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE TC DL 7 .OPR& DATE 01-16-2014 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI RUSS OOD CEILING. **IMPORTANT•+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 1 O 0 P DRW GALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL MC 3620 BobbiLarne-Titusville.Florida-32783 PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL TOT.LD. 37 .0 O/R LEN. 6 Ph: (321)-383-0368 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 THISFax:(320-383-0362 ACCEPTTANCENbFPOSITION PROFESSIONALECTORS PER ENGINEERINGRAWINGS 160 A-Z. THE SAL OHIS DRAWING CRTE RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDUR.FRC. 1 .25 JOB #: 20056 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE HIPMTHERPNSIBILITYOFTHENNRPERRN /TP SECTION 2. Job:1(2l105' Brevard-Oak Ln. -2063 Rzo I eo / MHG5C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP_#3_138 :T2 2x4 SP_#2_136: 160 mph wend 15.00 Ft mean hqqt RSCE 7-10, CLOSED bldgq, Locoted anywhere In Bot chord 2x4 SP_#3_138 roof, RISK CIT II, EXP C, wlna fC OL-4.2 psF, wind BC oL-5.0 psF. Webs 2x4 SP_#3_138 GCpi (+/-)-0.18 Lumber grades designated with '•13B" use design values approved 1/30/2013 by RLSC Wind foods and reactions based on MWFRS. LeFt cantilever Is exposed to wind Right end vertical not exposed to wind pressure. Left side jacks have 4-11-0 sett ack with 1-11-0 cont on 1,;2-9 overhong. End 1 hip supports y i -p jacks with no webr.IlIocks hove 4-11-0 setback with (p=CTa a nrrn a—r2 9 IvegF ong--erigitfi-sTae scics 4 4' have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhong. DeFlectlon meets L/360 live and L/240 to al load. Creep increase Factor For deadloadIs1.50. 4X8 T2 =4X4 12 6 3X4 ro ro ro CD (A (D Cf) ro M M 03X4 1.0••11 1113AbJ 1112X4 3X8 7' 4" 9'3" I 4' 11 ' 4' 4" I 77# R=638# U=317# W=8" R=399# U=168# W=8" Rigid Surface) Rigid Surfoce) LEFT RAKE = 1 '2"9 LEFT JIG = 6'0"8 RIGHT JIG m 5'6"15 DESC. = MHG5C SEO = 449866 PLT. TYP.-WRVE DESIGN CRIT-F8C201ORES/TPI-2007 FT/RT-20X(OX)/0(0) OTY= 1 TOTRL- 1 REV. 13.01 .05.0724 SQLE =0.6376 WARNING*; TRUSSES REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING) i&UBLISHED 6Y TPI (TRUSS TC LL 20.0 R EF PLATE INSTITUTE, 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS'. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAVE T C DL 7-OpR& DATE 01-16-2014PROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGI RUSS 001) CEILING. *;IMPORTANT* FURNISH R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. BC DL 10-0p F DRWGALPINEENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING O,O MCHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE BC LL 3820 BobbiI. -TitimviLe.Florida-32783 PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GRLV. STEEL TOT.LD. 37.0 O/R LEN. 90300 Ph: (321)-383-0365 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 Fax:(320-383-0362 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SSAL ON THIS DRAWING INDICATE OUR.FRC. 1 .25 JOB #: 20056ACCEPTANCEbFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PRRTICULRR BUILDING SPACING 24.0" TYPE SPEC IIS THE RESPONSIBlUTY OF THE N N R PER RN /TPI 1-1995 SECTION 3 57' OFFICE Copy 13' 32'8" N 13'8" 17'8" PORCH BAGiv-+- 5'11"-N+-4' —--11'4"-----•• Harold F. rg$teu,JR.,P.E.0 9•-4" W/ YOUR CONTRCT FOR THIS JOB IS 826 BERMS BY RON THOMPSON Orlaedo,FL 32BUILDER m 0in m PHONE (321) 403-5111 FL.No 43670 321)508 42 CJ yvs e 1 F _R GST c J 17 M 3 TRUSSWOOD p='C,ySFO F 2X KNEEWRLL wu 7 s RooF & Floor Trusses CD UP TO 11'0" BY BLDR MHG5 o cwi 1 5 3620 Bobbi Lane P . O. Box 5366 I m Titusvi I le , FL w C-1 T 32783-5366 p ` OfF i ce: (321) 383-0366 C s JL 2'1' NDN- G Fax : (321) 383-0362 cL0R\Q:'GLRS E-Ma i I : JAMES®TRUSSWOOD.NET SS/0P 6',\-WWW: WWW. TRUSSWOOD.NET DI m a: CUSTOMER : Brevard Homes JOB NAME : Oak Ln. DATE : 1/16/2D14 JOB NO. : 20056 Z MODEL : 2063 Rzolea Idi W z w BUILDERS WARNING* I THIS LAYOUT IS FOR PLACEMENT OF o ° D17 Z o ENGINEERED COMPONENTS. FOR ERECTION AND INSTALLATIONW TEMPORARY AND PERMANENT)ze 3' "FOLLOW INSTRUCTIONS ON BCSI-B1 RG RLL SUMMARY SHEETS AND FINALOP9'4 13 N INI ENGINEERING SHEETS FOR EACH TRUSS. ci SEE FINAL ENGINEERING SHEETS R L11RL. z•v-z• FOR NUMBER OF GIRDER PLIES,6 CONNECTIONS, WEB CONFIGURATIONS, o 10'8 11 4"-- BRACING, TRUSS SPACING AND REACTIONS. 9' 10' z• la ALTERATIONS AND/OR REPAIRS TOu 4 C26 TRUSSES MUST BE APPROVED IN EJ N W zo z ADVANCE BY OUR ENGINEERINGN uz N . U m 9'y z. I I DEPARTMENT. EJ x CEILING MUIC U HG3 2 Y mu MHGS z KNEEWR z BACKCHRRGES WILL NOT BE ACCEPTED UP TO 11• - Y BLOB H11B UNLESS OUR ENGINEERING DEPARTMENT CJ 11 APPROVES THEM IN ADVANCE.z H9BySCJ ' j iRLL PLANS ARE NOT TO SCALE. DO NOT m U 1cJ1 J5 EJ5 s ID Z' HG76 I SCALE ANY PLANS, IF DIMENSIONS ARE MISSING OR ARE UNCLEAR, PLEASE 5 CALL THE OFFICE TO GET THE D L)L) DIMENSION. m 3 C ENTRYBAG. EJ7 1 LORDING: 20+7+10 - 37psf FOENTRYTRUSSES STUBBED 1 0 AMSBYW/ WIND SPEED: 160 mph ENCL. EXP. CFORSHEETING * BEAMS ev CJBUILDER m m SPACING: 24" m DRAWN BY: Jon Shiroh U u U U U f PITCH: 6/12 6'4" 9'8"1--6' — 1-10'4"22.8•• OVERHANG: CANT.: N/R BEARING SIZE(s) : 4" - B" 7'I 19' WALLSQUHEIGHT(s) : 9010 57' 11'-0" THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #45579UU r CONTACT MAGGIE@ENERGYCALCS.NET 386-775-0908 Manual S Compliance Report Job: wrightsoft®Date: Feb 05,2014 Entire House By: WWwENERGYCALMN... VVM.ENERGYCALCS.NET 267 DELEON RD,DEBARY FL,FL 32713 Phone:386 775 0908 Email:MAGGIE(MENERGYCALCS.NET License:RESNET#4557900 EG 1339 Project • For: AZALEA MODEL 2063 S FL Cooling Equipment Design Conditions Outdoor design DB: 91.0°F Sensible gain: 28301 Btuh Entering coil DB: 76.2°F Outdoor design WB: 79.0°F Latent gain: 4703 Btuh Entering cal WB: 63.2°F Indoor design DB: 75.0°F Total gain: 33004 Btuh Indoor RH: 500/6 Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Model: SSZ140361B+AVPTC42D14A Actual airflow:1050 cfm Sensible capacity: 39200 Btuh 139% of load Latent capacity: 5000 Btuh 106%of load Total capacity: 44200 Btuh 134%of load SHR: 89%o Heating Equipment Design Conditions Outdoor design DB: 43.0°F Heat loss: 23431 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: GOODMAN Model: SSZ140361B+AVPTC42D14A Actual airflow:1050 cfm Output capacity: 32000 Btuh 137%of load Capacity balance: 33 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow:1050 cfm Output capacity: 13.2 kW 191%of load Temp. rise: 50 OF The above equipment was selected in accordance with ACCA Manual S. wri soft® 2014-Feb-05 09:59:43ht9Right-Suite®Universal 2013 13.0.08 RSU15637 Page tACCAPro)ect2.rup Calc=MJ8 Front Door faces: S THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #45579UU CONTACT MAGGIE@ENERGYCALCS.NET 386-775-0908 Building Analysis Job: wrightsoft® g y Date: Feb 05,2014 Entire House By: WWwENERGYCALMN... VVM.ENERGYCALCS.NET 287 DELEON RD,DEBARY FL,FL 32713 Phone:388 775 0908 Email:MAGGIE®ENERGYCALCS.NET License:RESNET#4557900 EG 1339 Project • For: AZALEA MODEL 2063 S FL Design Conditions Location: Indoor: Heating CoolingMelbourne, FL, US Indoor temperature(°F) 70 75 Elevation: 36 ft Design TD (°F) 27 16 Latitude: 280N Relative humidity (%) 30 50 Outdoor:Heating Cooling Moisture difference(gr/Ib) -0.1 66.5 Dry bulb(°F) 43 91 infiltration: Daily r b 6 F) 15 ( L )Method Simplified 79 Construction quality AverageWindspeed(mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh of load Walls 3.8 5631 24.0 m Glazing 9.2 3354 14.3 Doors 10.5 221 0.9 Ceilings 0.9 1814 7.7 Floors 2.4 5079 21.7 Infiltration 1.8 3301 14.1 Ducts 4031 17.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 23431 100.0 01 Component Btuh/ft2 Btuh of load Walls 2.6 3871 13.7 Wft Glazing 14.6 5347 18.9 Doors 11.6 244 0.9 Ceilings 1.7 3585 12.7 Floors 0 0 0 Infiltration 0.5 978 3.5 Ducts 4985 17.6 Ventilation 0 0 Internal gains 9290 32.8 Blower 0 0 Adjustments 0 C" Total 28301 100.0 Latent Cooling Load=4703 Btuh Overall U-value= 0.098 Btuh/ft2-°F Data entries checked. Wrl htsoftm 2014-Feb-0509:59:399Right-Suite®Universal 2013 13.0.08 RSU15837 page 1C..A Project2.rup Calc=MJ8 Front Door faces: S THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #45579UU N i W Sheet 1 mbr setting br3 10x6 10x 6",9.1 9.2 It 111 jrn 77 cfm 12x8 12 x 6 154 cfm 8' 4 97 cfm 165 cfm hers 12 cfm his 2x12 10",8.1ft cl3 12x8 9.4 131 cfm 13.0 It 8" 81ft 10x6 great r kit inbft 83 cfm 1214.3ft 5", 5. 10", 14.0ft ba51 0 8 x 4 8", 17.0 ft 2" 10.0 0 cfm 9.4 7",7.1 ",6.7 ft 14", 24.2ft J.O ft12x612x8 153ft166cfm154cfm12x 2X12 18x24 90 cfm br2 din c12 garage Job#: WWW,ENERGYCALCS.NET Scale: 1 : 99 Performed by WWW.ENERGYCALCS.N... Page 1 AZALEAMODEL 2063 S 267 DELEON RD Right-Suite®Universal 2013 DEBARY FL,FL 32713 13.0.08 RSU15637 FLPhone:386 775 0908 2014-Feb-05 10:14:27 Proiect2.rupMAGGIE@ENERGYCALCS.NET THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #45579OU CONTACT MAGGIE@ENERGYCALCS.NET 386-775-0908 wrightsoft®Duct System Summary Date: Feb 05,2014 Entire House By: WWW.ENERGYCALCS.N... VVM.ENERGYCALCS.NET 267 DELEON RD,DEBARY FL,FL 32713 Phone:386 775 0908 Email:MAGGIE(DENERGYCALCS.NET License:RESNET#4557900 EG 1339 Project • For: AZALEA MODEL 2063 S FL Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.60 in H2O 0.60 in H2O Supply/ return available pressure 0.377/0.223 in H2O 0.377/0.223 in H2O Lowest friction rate 0.117 in/100ft 0.170 in/100ft Actual air flow 1050 cfm 1050 cfm Total effective length(TEL) 291 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name Btuh) (cfm) (cfm)FR (in) in) Mall Ln(ft) Ln(ft) Trunk be h 1138 51 39 0.117 5.0 Ox 0 VIFx 42.6 135.0 st3 h 3708 166 80 0.117 7.0 Ox 0 VIFx 47.9 135.0 st3 bra h 3689 165 75 0.117 7.0 Ox 0 VIFx 47.9 135.0 st3 din c 3342 88 124 0.170 6.0 Ox 0 VIFx 30.9 115.0 stl great r c 4156 92 154 0.170 7.0 Ox 0 VIFx 37.2 115.0 stl great r-A c 4156 92 154 0.170 7.0 Ox 0 VIFx 31.3 115.0 stl hers c 334 1 12 0.170 4.0 Ox 0 VIFx 20.9 135.0 st4 kft c 3526 9 131 0.170 8.0 Ox 0 VIFx 18.1 115.0 st2 faun c 1079 3 40 0.170 5.0 Ox 0 VIFx 15.7 115.0 st2 mbe h 1852 83 61 0.117 7.0 Ox 0 VIFx 17.1 115.0 st2 mbr-A h 2479 111 61 0.117 6.0 Ox 0 VIFx 20.9 135.0 st4 mar-B h 2479 111 61 0.117 6.0 Ox 0 VIFx 27.3 135.0 st4 setting h 1719 77 57 0.117 6.0 Ox 0 VIFx 27.1 135.0 st4 Supply Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) (cfm)FR fpm) (in) in) Material Trunk st3 Peak AVF 382 194 0.117 487 12.0 0 x 0 VinlFlx stl stl Peak AVF 654 626 0.117 612 14.0 0 x 0 VinlFlx st4 Peak AVF 301 192 0.117 551 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 396 424 0.117 540 i2.0 0 x 0 VinIFIX Bold/italic values have been manually overridden wri htsoft® 2014-Feb-05 09:59:43 9 Right-Su@e®Universal 2013 13.0.08 RSU15637 Page 1 Project2sup Calc-M.18 Front Door faces: S THIS LOAD CALC PREPARED BY MAGGIE SIMS RESNET RATER #455790U r CONTACT MAGGIE ENERGYCALCS,NET 386-775-0908 Return Branch Detail Table Grill Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft)FR (fpm) (in) in)Opening(in) Mad Trunk rb5 Ox 0 397 360 74.0 0.301 728 10.0 Ox 0 VIFx rb2 Ox 0 653 690 108.3 0.206 645 14.0 Ox 0 VIFx rst5 Return Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) (cfm)FR fpm) (in) in) Material Trunk rst5 Peak AVF 653 690 0.206 494 160 0 x 0 VinlFlx rst6 rst6 Peak AVF 653 690 0.206 645 14.0 0 x 0 ShtMetl Bold/Italic values have been manually overridden wrightsoft° Right-SuRe®Universal 2013 13.0.08 RSU15637 2014Feb 05 09 Page 2ACCKProject2.rup Calc=MA Front Door faces: S Page 2 CERTIFIED www.ahridirectory.org Certificate of Product Ratings AHRI Certified Reference Number: 5924429 Date: 2/5/2014 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: SSZ140361B* Indoor Unit Model Number:AVPTC42D14A* Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade/Brand name: GOODMAN,JANITROL,AMANA DISTINCTIONS, EVERREST, ONE HOUR AIR CONDITIONING AND HEATING, ENERGI AIR Series name:SSZ14 Manufacturer responsible for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 34200 EER Rating(Cooling): 12.50 SEER Rating(Cooling): 15.00 Heating Capacity(Btuh)@ 47 F: 32000 Region IV HSPF Rating(Heating): 8.50 Heating Capacity(Btuh)@ 17 F: 19000 Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of thisCertificate may not,in whole or in part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,In any form or manner or by any means,exceptfor the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahrldirectory.org,click on"Verify Certiflcate*link Nie make life beter-and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 130360633165114363 A 1 EMS Heat Loss/Heat Gain Calculation ROYAL AIR AND HEAT INC.turnkey ALLEN WILKINS 3214543980 highway AIA cocoa beach RIGHT SIDE 1/14/14 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J seventh and eighth abridged editions and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by Manual D. 1. Design Conditions 68 50 18 75 98 23 2. How would you describe the summer humidity in your area? Very Humid 60 3. How tight is the house? Average-over 1500 Sq. Ft. Winter air change/hr: 0.7 Summer air change/hr: 0.35 4. Fireplace evaluation : Number: None Tightness: -- Select-- 0 5.Number of occupants: 4 6. Overhang characteristics (optional) Mstance of overhang from7 top of window (Ft.) 7_1 10 1010 Length of overhang 1 II 1 II 1 Tab 0 7. Solar Ithrough g Facing Total arca - Sq.Ft. Type of glass HTVI Linear• ft. Unshaded Shaded I3TUH N/Shadcd 11 Double j 0 Select:] South 0 0 SE/SW58 Double East154 Double West17. Double 11 WIN 176 Double5 0 total North and Shaded 0 Dotal Solar (;ain 28520 Adjust for tinted or r etlecti e inflow coating?No 028520 8. Ducts/Pipes Location: Radial Attic Temp. Insulation Leakage Arca 1 1seale Duct gain: 1141 Duct loss: 1 1 9. Load Calculation Elements of Load Insulation / IZ-alue Area/lin.ft. U-value 1leat Loss Heat Gain rosy Wall I45Glass solar gain 1 Glass 1 It • . 1 Glass 2 1 Doors Phsulated or •1 1 Net wallsS-elect-- 313 1 ] 1 1 Ceilings I' 1 1 • 0.033 1 ' floors I' 1111846 1.04 1 Open floors 1 1 Slab floors I • Instflation11 10.8 J117280 1 olume of dour building or zone (cu. Ft.) F31265 People11200 MIHIIIIN 11200 Sub Total 0830 Duct Loss/Cain Sensible Load 1 : 6606 Latent Load18361 _ TOTAL B"hUH05087 154968 Summary 13TUF1 Tons Total heating load135087 Total cooling load 114.6 EnergyCost Analysis Heat Loss 1 : e • degree days Heat Gain 54968 Cooling degree days Summer e e 98 SummerTemp. Winter Design Temp. 1 Winter Design Temp. System 41 (less efficient) Method E:ft'iciencv Fuel Cost Price fir Conditioning 1 CleatingSelect IF- 111Miminual operating cost of system System (more efficient) Iethod rfticicncv Fuel Cost Price Air Conditioning 1 PleatingSelect Cotal anual operating cost of system #2: 1 Payback and 1 Cost ofMUIRIM11111111Mre efficient system MINIMUMless efficient s stem Rebates or credits Net or additional investment 1 lcarly savings 1 1'ayhacl: (years)to Payback- Return on investment (ROI) I Tab 4 Room by Room Total Heat Loss 0 System CFM(cooling) Total Heat Gain 1370 System CFM (heating) Kitchen 0 Infiltration 0 u D O D D O O D D D D O 1200 1370 mite Tab 5 Equipment selectionasper Manual l3"CUH Nom."Pons Total heat loss35087Uesign tcmh. Outdoor Indoor Total heat gain54968 4.6Winter 1 75Sensibleheatgain46606Summer Latent heat gain54968 1 D design RH50%, 63F WB Sensible/total ratio 1 Altitude Target cooling 'ID Predominantly Manufacturer's Equipment Specification M furnace Cl„;. capxcit' ,%i- OD design temp. Boiler Total Sensible Latent Ifleatpump /dman 58000 4111 9111AC E aporator Air handlerkoodman 1 TOf:L C:IPACITY' ith altitude correction 1 J158000 JR9000 111 Selected cyuipment size OK JOK OKFOK Heating F,t. static pressure ofCoolingCEM (rcc.)CFM blo er Availablepressure for duct Supplementalheat needed 1 1pump 131o er static cit. press. HP capacity (a 47E coil pressure d op1.002 NP capaci filte pressure drop1.001 HY capacitysa OI)DT register pressure drop1.001 31'UH supplemental heat grille pressure drop 001 upplemental heat other Available SP for duct 1 4 EMS Heat Loss/Heat Gain Calculation ROYAL AIR AND HEAT INC.turnkey ALLEN WILKINS 3214543980 highway AIA cocoa beach RIGHT SIDE 1/14/14 This HVAC load calculation has been performed using sound engineering principles as prescribed by Manual J seventh and eighth abridged editions and ASHRAE Fundamentals. Duct sizing has been performed as prescribed by Manual D. 1.Design Conditions 68 50 18 75 98 23 2. How would you describe the summer humidity in your area? Very Humid 60 3.How tight is the house? Average-over 1500 Sq. Ft. Winter air change/hr: 0.7 Summer air change/hr: 0.35 4. Fireplace evaluation : Number: None Tightness: -- Select-- 0 5.Number of occupants: 4 6. Overhang characteristics (optional) Distance of o,*,erhang from top of window (Ft.) 10 10 10 Length of overijang I 1 II 1 II i I Tab 0 7. Solar 1through g Facing Total area - Sq.Ft. T pe of;lass HTVI Linear ft. Unshaded Shaded 13TC'H FOR Double4 :0 Ea wSelect South 86 0 0 Double 0 l;ast15 Double 0 West Double 1760 It Ski light176 Double 0 Cotat M1orth and Shaded 0 Total Solar (;ain28520 ldjust for tinted or ret7ective indow coating? 028520 8. Ducts/Pipes Loca111111MV,adial or spider Attic Temp. Insulation Leakage Arca Duct gain:1.141 Duct loss: 1 1 1 I1 Calculation Elements of Load [nsulation / R-value Area/lin.ft. U-value Heat l.oss Heat Gain Gross Wall r Gass solar gain----'p8520 Glass 1 Poub0.56 Glass 2 1 I:lightSelect 10 1 Doors I or •nn J184 110.4 11605 tict walls I ] 1 O Ccilin s I' 1 F3O-46 JO.033 1 ' 523 Floors I' 111846 0.04 65 A Opcn floors 1 110 51ab t7oors I 11 J0.8 J117280 J10 plume of dour NAM izone (cu. Ft.) F31 2-6-5 People11200 Appliances11200 Sub Total c 0830 Duct Doss/Gain k728 J15776 Sensible Load05086606 Latent Load18361 - 5087 1154968 Summary BTUH Tons Total heating load135087 Total coolrMaM14=1 549681 • Energy i Heat Loss 35087 Heating degree days Heat Gain 54968 Cooling degree days Summer Design Temp. 98 Summer Design Temp. Diff. 23 Winter Design Temp. 50 Winter Design Temp. System#1 (less efficient) lcthod Efficiency ucl Cost Price fir Conditioning; l'1 Ilcating; Select 1 Total anuai operating; cost of System #I: 1 System (more 1'Iethud Efficiency Fuel ('ost Price Air Conditioning 1 Heatin; Total anual operatin; cost of system #2: 1 Payback iii Cost of new or more efficient s stem Cult of less efficient s stem Rebates or credits et or additional in estmcnt 1 1'cark savins1 i'a bacl: (years)go Payback Return on imestment (ROI) jWnite Room by Room Total Heat Loss 0 System CFM(cooling) Total Heat Gain 1370 System CFM(heating) tchen 101 0 0 0 0 0 0 0 0 0 0 0 0 1200 Sensible Heat Gain 1370 finite Tab 5 Equipment selectionasper Manual l3"T Il1 Nom."Tens Total heat loss35087Design temp. Outdoor Indoor 1'utal heat gain54968 4.6 50 Sensible heat gain 46606 Summer 75 Latent heat gain54968 D design RI I 1'63F WB ISensible/total ratio 0.85 Altitude Target cooling TD domnanyCool climate Manufacturer's Equipment 1 1 1 Equipment Manufacturer MBTUH No. output Furnace Clg. capacity 'u OU design temp. Boiler Total Sensible Latent Heat pump / • ••1.1 111 IF49111 9111 l;aporator 1ir handler • • ••6i] TO"C:V_ CAP:1(1TY ith altitudMJOK1 111 9111 11 1 Selected eduipment sizeOK Heating Ext. static pressure of 34 1 CFM °ol ng CFM (rec.)blo icr Availablepressure forduct Supplementalheat needed 1 1pump Blo er static ext. press. HP capacity !c% -t7FFa coil pressure drop 11 HP capacit u' l7F filter pressure drop 11 1IP capacity rcr ODU"T register pressure drop 11 BT'H supplemental heat grille pressure drop 11 KW supplemental heat other Tab 7 A ailable SY for duct 1 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Turn3046Right Builder Name: Turn Key Construction Street: Highway A1A Permit Office: City,State,Zip: Cocoa Beach, FI , - Permit Number: Owner:Jurisdiction: Design Location: FL,Cape Kennedy 1. New construction or existing New(From Plans) 9. Wall Types(4282.5 sqft.)Insulation Area 2. Single family or multiple family Multi-family a.Concrete Block-Int Insul,Exterior R=4.1 2554.50 ft2 b.Concrete Block-Int Insul,Common R=4.1 1325.00 ft' 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 228.00 ft2 4. Number of Bedrooms 4 d.other(see details) R= 175.00 ft2 5. Is this a worst case? No 10.Ceiling Types (1200.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1200.00 ft2 6. Conditioned floor area above grade(ft2) 3046 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(604.6 sqft.) Description Area a.Sup: 1st Floor,Ret: 1st Floor,AH: 1st Floor 6 609.2 a. U-Factor: Sgl,U=0.30 604.56 ft2 b.Sup: 2nd Floor,Ret:2nd Floor,AH: 1st Floor 6 609.2 SHGC: SHGC=0.35 c.Sup:3rd Floor,Ret:Attic,AH: 1st Floor 6 609.2 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 26.0 SEER:15.00 c. U-Factor: N/A ft2 b.Central Unit 13.0 SEER:15.00 SHGC: 13.Heating systems kBtu/hr Efficiencyd. U-Factor: N/A ft2 a.Electric Heat Pump 28.0 HSPF:8.40 SHGC: b.Electric Heat Pump 10.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.795 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems 8. Floor Types (3046.0 sgft.) Insulation Area a.Electric Cap:40 gallons a. Floor Over Other Space R=0.0 1846.00 ft2 b. Conservation features EF:0.920 b.Slab-On-Grade Edge Insulation R=0.0 800.00 ft2 None c.other(see details) R= 400.00 ft2 15.Credits CF,Pstat Glass/Floor Area: 0.198 Total Proposed Modified Loads: 48.96 PASSTotalStandardReferenceLoads: 61.30 I hereby certify that the plans and specifications covered by Review of the plans and V VVIE STq this calculation are incompliance with the Florida Energy specifications covered by thisGtCode. calculation indicates compliancef'` with the Florida Energy Code. t z ,ems q PREPARED BY: Before construction is completed DATE: this building will be inspected for N-0 •. compliance with Section 553.908 I hereby certify that this building,as designed, is in compliance Florida Statutes.r,,c with the Florida Energy Code. Cdr OWNER/AGENT: BUILDING OFFICIAL: DATE:DATE: Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 1/10/2014 2:16 AM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Turn3046Right Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3046 Lot# Owner: Total Stories: 3 Block/SubDivision: of Units:1 Worst Case: No PlatBook: Builder Name: Turn Key Construction Rotate Angle: 180 Street: Highway A1A Permit Office: Cross Ventilation: County: Brevard Jurisdiction: Whole House Fan:City,State,Zip: Cocoa Beach, Family Type: Multi-family FI, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily TempVDesignLocationTMYSiteZone97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Cape Kennedy FL—NASA—SHUTTLE—FC 2 37 90 70 75 747 66 Low BLOCKS Number Name Area Volume 1 Blockl 2000 19200 2 Block2 1046 12552 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfillD Finished Cooled Heated 1 1 st Floor 800 7200 No 1 1 1 Yes Yes Yes 2 2nd Floor 1200 12000 No 2 2 1 Yes Yes Yes 3 3rd Floor 1046 12552 Yes 1 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 116 ft 0 800 ft2 0.7 0 0.3 2 Floor Over Other Space 2nd Floor _--- 800 ft2 0 0.25 0 0.75 3 Floor over Garage 2nd Floor ---- 400 ft2 0 0.5 0 0.5 4 Floor Over Other Space 3rd Floor ---- 1046 ft2 0 0.75 0 0.25 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1300 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in)Area RBS IRCC 1 Full attic Vented 300 1200 ft2 N N 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented)3rd Floor 30 1046 ft' 0.11 Wood tti:(`J•=,tt:° j 2t "F!tioT n 151 f!'0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Belo# Ornt To Wall TypewR-Va1up Et In Ft In Area R--Vallie Fraction Ahsor GrqrJe% 1 W=>E Garage Frame-Wood 1st Floor 11 8 4 9 75 ft2 0.23 0.75 0 2 NW=>SE Garage Frame-Wood 1st Floor 11 6 0 9 54 ft2 0.23 0.75 0 3 N=>S Garage Frame-Wood 1st Floor 11 4 0 9 36 ft2 0.23 0.75 0 4 W=>E Garage Frame-Wood 1st Floor 11 7 0 9 63 ft2 0.23 0.75 0 5 S=>N Exterior Concrete Block-Int Insul 1st Floor 4.1 35 6 9 319.5 ft2 0 0.75 0 6 E=>W Exterior Concrete Block-Int Insul 1st Floor 4.1 24 0 9 216 ft2 0 0.75 0 7 N=>S Neighbor Concrete Block-Int Insul 1st Floor 4.1 27 0 9 243 ft2 0 0.75 0 8 W=>E Exterior Concrete Block-Int Insul 1st Floor 4.1 5 4 9 48 ft2 0 0.75 0 9 S=>N Exterior Frame-Wood 2nd Floor 11 7 6 10 75 ft2 0 0.75 0 10 W=>E Exterior Frame-Wood 2nd Floor 11 10 0 10 100 ft2 0 0.75 0 11 S=>N Exterior Concrete Block-Int Insul2nd Floor 4.1 5 0 9 45 ft2 0 0.75 0 12 W=>E Exterior Concrete Block-Int Insul2nd Floor 4.1 6 0 9 54 ft2 0 0.75 0 13 S=>N Exterior Concrete Block-Int Insul2nd Floor 4.1 46 0 9 414 ft2 0 0.75 0 14 E=>W Exterior Concrete Block-Int Insul2nd Floor 4.1 24 0 9 216 ft2 0 0.75 0 15 N=>S NPighhor Concrete Block-Int Insul2nd Floor 4.1 58 0 9 522 ft2 0 0.75 0 16 W=>E Exterior Concrete Block-Int Insul2nd Floor 4.1 10 0 9 90 ft2 0 0.75 0 17 W=>E Exterior Concrete Block-Int Insul 3rd Floor 4.1 24 8 12 296 ft2 0 0.75 0 18 S=>N Exterior Concrete Block-Int Insul 3rd Floor 4.1 46 8 12 560 ft2 0 0.75 0 19 E=>W Exterior Concrete Block-Int Insul 3rd Floor 4.1 24 8 12 296 ft2 0 0.75 0 20 N=>S Neighbor Concrete Block-Int Insul 3rd Floor 4.1 46 8 12 560 ft2 0 0.75 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W=>E Wood 1st Floor None 0.460000 3 8 24 ft2 2 W=>E Wood 1st Floor None 0.460000 3 8 12 ft2 3 E=>W Wood 1st Floor None 0.460000 3 8 12 ft2 4 E=>W Wood 1st Floor None 0.460000 3 8 12 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees). Wall OverhangV # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W=>E 8 Metal Single(Clear)Yes 0.3 0.35 12 ft2 8 ft 0 in 1 ft 0 in Drapes/blinds None 2 S=>N 5 Metal Single(Clear)Yes 0.3 0.35 15.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 S=>N 5 Metal Single(Clear)Yes 0.3 0.35 31 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 4 E=>W 6 Metal Single(Clear)Yes 0.3 0.35 12 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E=>W 6 Metal Single(Clear)Yes 0.3 0.35 12 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 E=>W 6 Metal Single(Clear)Yes 0.3 0.35 12 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees). Wall Overhang V/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 7 S=>N 9 Metal Single(Clear)Yes 0.3 0.35 12 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 W=>E 10 Metal Single(Clear)Yes 0.3 0.35 72 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 S=>N 11 Metal Single(Clear)Yes 0.3 0.35 12.05555 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 W=>E 12 Metal Single(Clear)Yes 0.3 0.35 15.5 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 S=>N 13 Metal Single(Clear)Yes 0.3 0.35 31 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 W=>E 12 Metal Single(Clear)Yes 0.3 0.35 15.5 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 13 S=>N 13 Metal Single(Clear)Yes 0.3 0.35 31 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 14 E=>W 14 Metal Single(Clear)Yes 0.3 0.35 31 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 15 E=>W 14 Metal Single(Clear)Yes 0.3 0.35 12 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 16 W=>F 16 Metal Single(Clear)Yes 0.3 0.35 17.33333 1 ft 0 in 1 ft 0 in Drapes/blinds None 17 W=>E 17 Metal Single(Clear)Yes 0.3 0.35 128 ft' 12 ft 0 in 1 ft 0 in Drapes/blinds None 18 W=>E 17 Metal Single(Clear)Yes 0.3 0.35 18 ft' 12 ft 0 in 1 ft 0 in Drapes/blinds None 19 S=>N 18 Metal Single(Clear)Yes 0.3 0.35 36 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 20 S=>N 18 Metal Single(Clear)Yes 0.3 0.35 36 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 21 E=>W 19 Metal Single(Clear)Yes 0.3 0.35 36 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 22 E=>W 19 Metal Single(Clear)Yes 0.3 0.35 6.666666 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 485.16 ft' 0 ft' 64 ft 9 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3994.8 219.31 412.44 0.5074 7.5488 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 2 Electric Heat Pump None HSPF:7.7 10 kBtu/hr 2 sys#0 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 26 kBtu/hr 780 cfm 0.75 1 sys#3 2 Central Unit None SEER: 15 13 kBtu/hr 390 cfm 0.75 2 sys#0 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 70 gal 120 deg None wa..w, a.Y++.w6. _'Fb.+i,?is.,Y9.MedvHwx'N;i-.hlYa.?liMni L-+dP+i1N?:YG.VJtd'taC'fiWw .g4wC Vi4TY'An;1.YSS]:CIS:d!+HPaWS lK9`ID<.iMiifiiaMNbh'wti+aYi'2':Wii4@N "P. -.nIWhl3C..Ss..u'2SCN=.n..[6LWYa/ SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS Supply---- Return----Air Percent HVAC# V, # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 1st Floor 6 609.2 ft 1st Floor 152.3 ft Default Leakage 1st Floor (Default) (Default)% 1 1 2 2nd Floor 6 609.2 ft 2nd Floor 152.3 ft Default Leakage 1st Floor (Default) (Default)% 1 1 3 3rd Floor 6 609.2 ft Attic 152.3 ft Default Leakage 1st Floor (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar Apr Ma Jun Jul Aug Se Oct Nov Dec HeatinJan HFeb Mar E Apr E May Jun 4 Jul 4 AuSep E Oct Nov fX Dec Ventin Jan Feb Mar [X]Apr ( May Jun [ Jul [ Aug Se [Xl Oct Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: HighwayA1A PERMIT#: Cocoa Beach, FI, - MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENTS) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors =0.30 cfaiisq.ii. nesting or Visual Inspection required. FiFelplaces. gasketed doors &outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric)or shutoff(gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. iV0 aiake-Up aiirruiYi mics, crawispaces, garages or outdoors acijacerii to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 1/10/2014 216 AM EnergyGauae®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. Highway Al A, Cocoa Beach, FI, - 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a.Concrete Block-Int Insul, Exterior R=4.1 2554.50 ft' b.Concrete Block-Int Insul,Common R=4.1 1325.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 228.00 ft2 4. Number of Bedrooms 4 d.other(see details) R= 175.00 ft2 10.Ceiling Types Insulation Area5. Is this a worst case? No a.Under Attic(Vented) R=30.0 1200.00 ft2 6. Conditioned floor area(ft2) 3046 b.N/A R= ft2 7. Windows- Description Area 11 c.N/ A R_ft222 ucts Ra. U-Factor: Sgl,U=0.30 604.56 ft2 a.Sup: 1st Floor,Ret: 1st Floor,AH: 1st Floor 6 609.2 SHGC: SHGC=0.35 b.Sup: 2nd Floor,Ret:2nd Floor,AH: 1st Floor 6 609.2 b. U-Factor: N/A ft2 c.Sup:3rd Floor,Ret:Attic,AH: 1st Floor 6 609.2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 26.0 SEER:15.00 SHGC: b.Central Unit 13.0 SEER:15.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr EfficiencySHGC: Flnctric Hpat Pump 8.0 NSOF•u..40 Area Weighted Average Overhang Depth: 3.795 ft. b.Electric Heat Pump 10.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems a.Floor Over Other Space R=0.0 1846.00 ft2 a.Electric Cap:40 gallons EF:0.92 b.Slab-On-Grade Edge Insulation R=0.0 800.00 ft2 b. Conservation featuresc.other(see details) R= 400.00 ft2 None 15.Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for BuildingE Construction through the above energy saving features which will be installed (or exceeded) Q o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. s z Builder Signature: Date: Address of New Home: City/FL Zip: gG0WV, Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 4.'G Ji c !;-if Er1eigyVauge vvob site a energygauge.com, for iifori`11@6Gil "chid a 1161 Of ceiiified Zdi6r6. Pol information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Turn3046Right Builder Name: Turn Key Construction Street: Highway All Permit Office: City,State,Zip: Cocoa Beach,FI, - Permit Number: Owner:Jurisdiction: Design Location: FL,Cape Kennedy 1. New construction or existing New(From Plans) 9. Wall Types(4282.5 sqft.)Insulation Area 2. Single family or multiple family Multi-family a.Concrete Block-Int Insul,Exterior R=4.1 2554.50 ft2 b.Concrete Block-Int Insul,Common R=4.1 1325.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 228.00 ft2 4. Number of Bedrooms 4 d.other(see details) R= 175.00 ft2 5. Is this a worst case? No 10.Ceiling Types (1200.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1200.00 ft2 6. Conditioned floor area above grade(ft2) 3046 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(604.6 sqft.) Description Area a.Sup: 1st Floor,Ret: 1st Floor,AH: 1st Floor 6 609.2 a. U-Factor: Sgl,U=0.30 604.56 ft2 b.Sup: 2nd Floor,Ret:2nd Floor,AH: 1st Floor 6 609.2 SHGC: SHGC=0.35 c.Sup:3rd Floor,Ret:Attic,AH: 1st Floor 6 609.2 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 26.0 SEER:15.00 c. U-Factor: N/A ft2 b.Central Unit 13.0 SEER:15.00 SHGC: 13.Heating systems kBtu/hr Efficiency N/A ft2 a.Electric Heat Pump 280 HSPF:8.40 SHGC: b.Electric Heat Pump 10.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.795 ft. Area Weighted Average SHGC: 0.350 14.Hot water systems 8. Floor Types (3046.0 sqft.) Insulation Area a.Electric Cap:40 gallons a.Floor Over Other Space R=0.0 1846.00 ft2 b. Conservation features EF:0.920 b.Slab-On-Grade Edge Insulation R=0.0 800.00 ft2 None c.other(see details) R= 400.00 ft2 15.Credits CF,Pstat Glass/Floor Area: 0.198 Total Proposed Modified Loads: 48.96 PASSTotalStandardReferenceLoads: 61.30 I hereby certify that the plans and specifications covered by Review of the plans and 111E ST this calculation are in compliance with the Florida Energy specifications covered by this O " Code. calculation indicates compliance11011 with the Florida Energy Code. PREPARED Before construction is completed DATE: o this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. T OWNER/AGENT: BUILDING OFFICIAL: OATF:DATE: a Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Turn3046Right Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3046 Lot# Owner: Total Stories: 3 Block/SubDivision: of Units:1 Worst Case: No PlatBook: Builder Name: Turn Key Construction Rotate Angle: 180 Street: Highway Al Permit Office: Cross Ventilation: County: Brevard Jurisdiction: Whole House Fan:City,State,Zip: Cocoa Beach, Family Type: Multi-family FI, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V/Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Cape Kennedy FL—NASA—SHUTTLE—FC 2 37 90 70 75 747 66 Low BLOCKS Number Name Area Volume 1 Block1 2000 19200 2 Block2 1046 12552 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infi11D Finished Cooled Heated 1 1st Floor 800 7200 No 1 1 1 Yes Yes Yes 2 2nd Floor 1200 12000 No 2 2 1 Yes Yes Yes 3 3rd Floor 1046 12552 Yes 1 1 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 116 ft 0 800 ft2 0.7 0 0.3 2 Floor Over Other Space 2nd Floor -_-- 800 ft2 0 0.25 0 0.75 3 Floor over Garage 2nd Floor ---- 400 ft2 0 0.5 0 0.5 4 Floor Over Other Space 3rd Floor ---- 1046 ft2 0 0.75 0 0.25 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 1300 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6 ATTIC V Type Ventilation Vent Ratio(1 in)Area RBS IRCC 1 Full attic Vented 300 1200 ft2 N N 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented)3rd Floor 30 1046 ft' 0.11 Wood 2 Under Attic(Vented)2nd Floor 30 154 ft'0.11 Wood r,.•.+',•.h'+G.:v'4V.)'^E.^.:hLStP_sY4lP::dv}'3Y:CRMw`!:^'L`?4YJ',JHSHJri WAw'NIEllf3l''.. sy; •• kiSIWlYI .._.-'.•.- :Fitly WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar BeloOrntToWallTypew 1 W=>E Garage Frame-Wood 1 st Floor 11 8 4 9 75 ft2 0.23 0.75 0 2 NW=>SE Garage Frame-Wood 1st Floor 11 6 0 9 54 ft2 0.23 0.75 0 3 N=>S Garage Frame-Wood 1st Floor 11 4 0 9 36 ft2 0.23 0.75 0 4 W=>E Garage Frame-Wood 1st Floor 11 7 0 9 63 ft2 0.23 0.75 0 5 S=>N Exterior Concrete Block-Int Insul 1st Floor 4.1 35 6 9 319.5 ft2 0 0.75 0 6 E=>W Exterior Concrete Block-Int Insul 1st Floor 4.1 24 0 9 216 ft2 0 0.75 0 7 N=>S Neighbor Concrete Block-Int Insul 1st Floor 4.1 27 0 9 243 ft' 0 0.75 0 8 W=>E Exterior Concrete Block-Int Insul 1st Floor 4.1 5 4 9 48 ft2 0 0.75 0 9 S=>N Exterior Frame-Wood 2nd Floor 11 7 6 10 75 ft2 0 0.75 0 10 W=>E Exterior Frame-Wood 2nd Floor 11 10 0 10 100 ft2 0 0.75 0 11 S=>N Exterior Concrete Block-Int Insul2nd Floor 4.1 5 0 9 45 ft2 0 0.75 0 12 W=>E Exterior Concrete Block-Int Insul2nd Floor 4.1 6 0 9 54 ft2 0 0.75 0 13 S=>N Exterior Concrete Block-Int Insul2nd Floor 4.1 46 0 9 414 ft2 0 0.75 0 14 E=>W Exterior Concrete Block-Int Insul2nd Floor 4.1 24 0 9 216 ft2 0 0.75 0 15 N=>S Neighbor Concrete Block-Int Insul2nd Floor 4.1 58 0 9 522 ft2 0 0.75 0 r A' r r;,:•'t•" .`:;!lCl;aa:7-,,(:,-1n,'i:Fia2n F!oo 4.' i0 (1 9 0,n ft2 1 0 75 1 17 W=>E Exterior Concrete Block-Int Insul 3rd Floor 4.1 24 8 12 296 ft2 0 0.75 0 18 S=>N Exterior Concrete Block-Int Insul 3rd Floor 4.1 46 8 12 560 ft2 0 0.75 0 19 E=>W Exterior Concrete Block-Int Insul 3rd Floor 4.1 24 8 12 296 ft2 0 0.75 0 20 N=>S Neighbor Concrete Block-Int Insul 3rd Floor 4.1 46 8 12 560 ft2 0 0.75 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W=>E Wood 1st Floor None 0.460000 3 8 24 ft2 2 W=>E Wood 1st Floor None 0.460000 3 8 12 ft2 3 E=>W Wood 1st Floor None 0.460000 3 8 12 ft2 4 E=>W Wood 1st Floor None 0.460000 3 8 12 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W=>E 8 Metal Single(Clear)Yes 0.3 0.35 12 ft2 8 ft 0 in 1 ft 0 in Drapes/blinds None 2 S=>N 5 Metal Single(Clear)Yes 0.3 0.35 15.5 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 S=>N 5 Metal Single(Caear)Yes 0.3 0.35 31 ft2 1 ft 0 in 1 ft 0 in Draoes/blinds None 4 E=>W 6 Metal Single(Clear)Yes 0.3 0.35 12 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 5 E=>W 6 Metal Single(Clear)Yes 0.3 0.35 12 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 6 E=>W 6 Metal Single(Clear)Yes 0.3 0.35 12 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 180 degrees). Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 7 S=>N 9 Metal Single(Clear)Yes 0.3 0.35 12 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 W=>E 10 Metal Single(Clear)Yes 0.3 0.35 72 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 S=>N 11 Metal Single(Clear)Yes 0.3 0.35 12.05555 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 W=>E 12 Metal Single(Clear)Yes 0.3 0.35 15.5 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 S=>N 13 Metal Single(Clear)Yes 0.3 0.35 31 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 12 W=>E 12 Metal Single(Clear)Yes 0.3 0.35 15.5 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 13 S=>N 13 Metal Single(Clear)Yes 0.3 0.35 31 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 14 E=>W 14 Metal Single(Clear)Yes 0.3 0.35 31 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 15 E=>W 14 Metal Single(Clear)Yes 0.3 0.35 12 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 16 W=>E 16 Metal Single(Clear)Yes 0.3 0.35 17.33333 1 ft 0 in 1 ft 0 in Drapes/blinds None 17 .'..r^, c 0.3 n.'Z128 ft' 12 ft n':n 1 ft n i{'Ncnr, 18 W=>E 17 Metal Single(Clear)Yes 0.3 0.35 18 ft' 12 ft 0 in 1 ft 0 in Drapes/blinds None 19 S=>N 18 Metal Single(Clear)Yes 0.3 0.35 36 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 20 S=>N 18 Metal Single(Clear)Yes 0.3 0.35 36 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 21 E=>W 19 Metal Single(Clear)Yes 0.3 0.35 36 ft' 1 ft 0 in 1 ft 0 in Drapes/blinds None 22 E=>W 19 Metal Single(Clear)Yes 0.3 0.35 6.666666 1 ft 0 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 485.16 ft' Oft' 64 ft 9f 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3994.8 219.31 412.44 0.5074 7.5488 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.4 28 kBtu/hr 1 sys#3 4 cietANU heat Pump Nune HSPF: 7.7 10 kbtuilir 2 sys#0 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 26 kBtu/hr 780 cfm 0.75 1 sys#3 2 Central Unit None SEER: 15 13 kBtu/hr 390 cfm 0.75 2 sys#0 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 70 gal 120 deg None SOLAR EP S`STEN! FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS Supply---- Return—Air Percent HVAC#V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 1st Floor 6 609.2 ft 1st Floor 152.3 ft Default Leakage 1st Floor (Default) (Default)% 1 1 2 2nd Floor 6 609.2 ft 2nd Floor 152.3 ft Default Leakage 1st Floor (Default) (Default)% 1 1 3 3rd Floor 6 609.2 ft Attic 152.3 ft Default Leakage 1st Floor (Default) (Default)% 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar Apr I Ma X Jun Jul Auge Oct [ Nov Dec HeatinHJan H Feb Mar Apr May Jun Jul AuSep Oct [X]Nov XDec Ventin Jan Feb Mar [X]Apr May Jun [ Jul [ Aug [ Se [X]Oct [X]Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 n• bP."7,-, 7i, -'^, "' 0 7a 78 ?P P(1 an n n7 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78PM787878787878787878787878 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/10/2014 2:16 AM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: Highway A1A PERMIT#: Cocoa Beach, FI, - MANDATORY REQUIREMENTS SUMMARY -See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gaiWIWU doors &outdoor:;Grnbustion aif. IViust con iplt te eiiVei ape leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric)or shutoff(gas). Circulating system pipes insulated to = R-2 accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent Lo PoUis ei"Spate. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 1/10/2014 2:16 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. Highway A1A, Cocoa Beach, FI, - 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Multi-family a.Concrete Block-Int Insul,Exterior R=4.1 2554.50 ft2 b.Concrete Block-Int Insul,Common R=4.1 1325.00 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 228.00 ft2 1 d.other(see details) R= 175.00 ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1200.00 ft2 6. Conditioned floor area(ft2) 3046 b.N/A R=ft2 7. Windows- Description Area c.N/A R=ft2 a. U-Factor: Sgl,U=0.30 604.56 ft2 11.Ducts R ft2 a.Sup: 1 st Floor,Ret: 1 st Floor,AH: 1 st Floor 6 609.2 SHGC: SHGC=0.35 b.Sup: 2nd Floor,Ret:2nd Floor,AH: 1st Floor 6 609.2 b. U-Factor: N/A ft2 c.Sup:3rd Floor,Ret:Attic,AH: 1st Floor 6 609.2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 26.0 SEER:15.00 SHGC: b.Central Unit 13.0 SEER:15.00 d. U-Factor: N/A ft2 13.Heating systems kBtu/hr EfficiencySHGC: a.Electric Heat Pump 28.0 HSPF:8.40AreaWeightedAverageOverhangDepth: 3.795 ft. b.Electric Heat Pump 10.0 HSPF:7.70 Area Weighted Average SHGC: 0.350 8. Floor Types Insulation Area 14.Hot water systems a.Floor Over Other Space R=0.0 1846.00 ft= a.Electric Cap:40 gallons b.Slab-On-Grade Edge Insulation R=0.0 800.00 ft2 EF:0.92 c.other(see details) R= 400.00 ft2 b. Conservation features None 15.Credits CF,Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building ii vi.yid .L Ci.;:i Z:i..IG,yy:;izVlrg features 'TrY i,Ll i YY iifl be Ii iJlutlE.d %Vi GiCcCGui:.G in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. O Builder Signature: Dater Address of New Home: City/FL Zip: Wt. Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@)USA-FlaRes2010 Section 405.4.1 Compliant Software ori a tsutlaing uoae unllne hq://WWw.tiorldabulicling.org(pr/pr app_gtl.aspxlparam--w(j ±;vXQ... Florida Geparhent4 BCIS Home Log In 1 User Registration Hot Topics i Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Busines Professi -'al USERP Approval fcUser Regulation I Product Approval Menu>Produd or AooOcatbn Search>Application List>Application Detail r FL# FL15225 Application Type New Code Version 2010 Application Status Approved Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived t— Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 419)298-1740 sjasperson@tttechnologies.us Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By Ryan 3.King,P.E. F Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard)Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A If 3 4/10/2012 2:31 PM UrkuA tsuliuu%k uue vlulne nttp:iiwww.tiorlaabuiiaing.orgipr/pr app_an.aspxtpararnwvCiEvxQ... Date Submitted 02/20/2012 Date Validated 02/22/2012 Date Pending FBC Approval Date Approved 02/29/2012 Summary of Products FL# Model,Number or Name Description 15225.1 a."Classic-Craft"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sldelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.1 NAMI cert5 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.1-68(6'8 Door Products),INST FLIS225 RO II Inst 15225.1-68.odf 15225.1-80(8'0 Door Products)and INST 15225-68M (6'8 FL15225 RO H Inst 15225.1-80.Ddf Door Products Direct to Masonry)for Installation FLIS225 RO II Inst 15225-68M Ddf instructions.(Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225.1-80.odf FL15225 RO AE EVAL 15225-1-68.Ddf FL15225 RO AE EVAL 15225-68M.Ddf Created by Independent Third Party:Yes 15225.2 b."Construction Series"and 6/8 Opaque Steel Door with and without Sldelltes.Inswing Benchmark by ThermaTru"and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS225 RO C CAC15225.2 NAMI c rts.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.2-68(6'8 Door Products)and FL15225 RO II Inst i S»S 2-68.Ddf INST 15225-68M(6'8 Door Products Direct to Masonry)for FL15225 RO II Inst i 5225-68M installation Instructions. (Note-Glazing Shall comply with Verified By: Lyndon F.Schmidt,P.E.43409 ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FLIS225 RO AE EVAL 15225 2-68 pdf FL15225 RO AE EVAL 15225-68M Ddf Created by Independent Third Party:Yes 15225.3 c. "Fiber-Classic"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by ThermaTru" without Sidelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.3 NAMI certs Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.3-68(6'8 Door Products),INST FL15225 RO II Inst 15225.3-68.odf 15225.3-80(8'0 Door Products)and INST 15225-68M (6'8 FLIS225 RO II Inst 15225.3-80.Ddf Door Products Direct to Masonry)for Installation FLIS225 RO II Inst 15225-68M Ddf Instructions.(Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FLIS225 RO AE EVAL 15225 3-68 Ddf FL15225 RO AE EVAL 15225.3-80.Ddf FL15225 RO AE EVAL 15225-68M.Ddf Created by Independent Third Party:Yes 15225.4 d."Premium Series"and 6/8 and 8/0 Opaque and Glazed Steel Door with and Benchmark by Therma-Tru"without Sldelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RO C CAC 15225.4 NAMI certs Rdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.4-68(6'8 Door Products),INST FL15225 RO II Inst 15225 4-68 Ddf 15225.4-80(8'0 Door Products)and INST 15225-68M (6'8 FL15225 RO II Inst 15225 4-80 od Door Products Direct to Masonry)for Installation FL15225 RO II Inst 15225-68M pdf Instructions.(Note-Glazing Shall comply with ASTM Verified By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes f3 4/10/2012 2:31 PM orlda Building L;ode Unlme http://www.tlor>idabullding.orgtpr/pr_app_dtl.aspxYparam=wUEVXQ... Evaluation Reports FL15225 RO AE EVAL 15225 4-68 pdf FL15225 RO AE EVAL 15225.4-80 pdf FL15225 RO AE-EVAL 15225-68M.p Created by Independent Third Party:Yes 15225.5 e."Smooth-Star"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelltes.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15225 RO C CAC 15225.5 NAMI certs pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.5-68(6'8 Door Products),INST FL15225 RO II Inst 15225.5-68,odf 15225.5-80(8'0 Door Products)and INST 15225-68M(6'8 FL15225 RO II Inst 15225.5-80.pdf Door Products Direct to Masonry)for Installation FL15225 RO II Inst 15225-68M.pdf Instructions.(Note-Glazing Shall comply with ASTM Verified By: Lyndon F Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225 5-68,pdf FL15225 RO AE EVAL 15225 5-80.pdf FL15225 RO AE EVAL 15225-68M pdf Created by Independent Third Party:Yes 15225.6 f."Premium Series","Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series"and"Benchmark by With and without Sidelltes.Inswing and Outswing Therma-Tru"with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 RO C CAC 15225.6 NAMI certs Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2015 Design Pressure: N/A Installation Instructions Other:See INST 15225.6-68(6'8 Door Products)and FL15225 RO II Inst 15225 6-68 pdf 15225.6-80(8'0 Door Products)for Installation FL15225 RO II Inst 15225 6-80 pdf Instructions. (Note-Glazing Shall comply with ASTM Verifled By: Lyndon F.Schmidt,P.E.43409 E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 RO AE EVAL 15225 6-68 pdf FL15225 RO AE EVAL 15225 6-80 pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State ofFlorida Is an AA/EEOemployer.Coovdght 2007-2010 State ofFlorida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,a-mall addresses are public records.Ifyou do not want your a-mad address released In response to a public-records request,do not send electronic mad to this entity.Instead,contact theoffice by phone or by traditionalmail.Ifyou have any questions regarding DBPR's ADA web accessibility,pleasecontactourWebMasteratwbma=t r®dborstat.Fl s. Product Approval Accepts: 01® eCt c Sccun Ns1;TmL.v Varl3lpaTrusted tFF1F if 3 4/10/2012 2:31 PM 1J 68.5P'MAX,THERMANTRU m ag 105-V MAX.OVERALL FRAME WIDTH OVERALL WIDTH ma N^an THERMA TRU DOORS s s s s s saIR w 11S INDUSTRIAL DR.,EDGERTON.OH 43617 I - m pI°n p IT i onm ESS EIIIVlV•i a..VonI; i i; ;i i; ;i i; o o=ofSmooth-Star"BenchmarkBenchmark by Therms-Trun Is Oo 5 1 '1 I' I; ;I 1; ;1 1; ;I I; ;I 1; I' 'I I' '1 I' 0. m as m• v 67SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/&W/OUTSIDELI ITES 5 s I , ,1 1 5 ;; 5 5 I; ;5 7 ; q 5 y 4 i, u c INSWING/OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES i' h l Al. ' ' 1'i I-51 o hz General Notes 1 2 3 4 5 6 1 2 3C 4 5 6 o wo 6 6 6 k,±,A_6 6,J N,6,A,6 A 6o oz1. This product anchoring drawing has been developed in compliance with the 2010 Florida DOUBLE W/SIDEUTES OXXO SINGLE W/SIDELITES 0X0 cn r ¢ctiBuildingCode(FBC)excluding.the'High Velocity Hurricane Zone".See the Certification MAX DESIGN PRESSURE MAX DESIGN PRESSUREAgencyCertificateforsaes,specifications and ratings.55.0 -55.0 40.0 -40.0 a, J Z Product anchorsshag be as listed and spaced as shown on details.Anchorembedment atitobasematerialshallbebeyondwalldressing,stucco,foam,brickand other wall 74W MAX 53 pp MqX 8 o f" coverings. 37.50"MAX. OVERALL WIDTH OVERALL WIDTH a a 3. Wood screws shaft beinstalled following OVERALL N.. owing installation Instructions of ANSVAF&PA NDS 2005. I WIDTH 1 2 3 1 2 3 mAliotherfastenertypestobeinstalledfollowingfastenermanufacturersinstallation555555 instructions. N• 4. Fastener embedmentdepths,edge distances and center-center distances shall be asGspecifiedbythefastenermanufacturerbutinnoinstanceshalltheybelessthanshown In 4 ;r; ; 4 a Fa 5 Fa G 7 I 1 1 1 I 1 1 1 I I I I I I Na. I I I I O.H. i i i i i i i ithisdrawing.5 'I I' 'I 1' S 5 I 1 1 1 I 1 1 1 4 1 1 I I I I Zsr.3 I I I I I I I I 1 1 I I3•'.Om II 1, ,1 I, 1 II 1, ,1 I, ,1 I, ,1 I , , O q. w 5 91 5 O.H. 5 t t3 5 11 ' i n 5. Where shims are used,they mustbe a"rigid/stiff'materialthat complieswith the 5 5 5 d 'I e3requirementsofthe20)0 FBC.h, 511IIliII I 1 1 I I I H 6. Positive and negative design pressure requirementsfor use with this drawing shaltbe determined by others for specificjobs in accordancewith the governing code.3 I I t 3 y 3 y 1-Ai I LA, 7. Site conditions not covered by thisdrawing aresubject to further engineering analysis. w z 4 5 6 4 5 6 1 2 3 4 5 6 p G TABLEOF CONTEMS 6 6 6 6 6 6 6 6 6 6 6 6 SHEET* DESCRIPTION SINGLE X DOUBLE XXSINGLE W/SIDEUTE OX Z U 9 1 Typicalelevations,design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE war 2 21 12 °z 2 Guckanchoring 67.0 -67.0 55.0 -55.0 40.0 -40.0 N.T.S. 3 Frameanchoring our:..rn JKm' 4 Frame anchoring&big of materials LO"HA® RDWAREMFG&SERIEs CHX Eris LFS 3 pp LATCH5Horntd&verticolaosssectionsSERIES DRANIM Na tt S..6 Vertical crassSections XWIKSETr SIGNATUREKWErSIGNASIERIES o DFAoOLr Fi-15225.5-58 0dSHEET1of6 i r R:\A-Prolects\Pro1ed Folders\Pro11201.1300V1208%D.RWBC Drawings\15225\FL-1522S.5.dwg,2 X A Z iz N C z mrolTiE C ZZ 7a tl•.y.+ ; r `y m y 1 z ----- T N X)_— ZUO mOC e Cyv mZzzmnOmA Min OD 0 in Qz lo m2c 0a 2* om mz F 01- mzzMz0m mo I I18.94' MAX.i— 4"--i I~ ON CENTER N 18.94"MAX. 4--4 t - 33`d_',aogo°o3A z ON CENTER cr r2a Ii I D poX Oraho y3 W 20 tNra0 3 C Qi All 81H mC757om , 9 2 ?I CD z ------ s' 7•a a f'D COx' M Z Ohz 20 03cacDgc3 18.94" MAX. 4"ON CENTER X rprrti 9 a Z z zNox C1 Zto Q O y^. n{: 1m -----fjll Z1 in r,mxc rn Atn3: Azo C z o x E mo AZO A zo M z z z z o O ONICENTER I I I ' pt--1 4" h- e 18.94" MAX.• 4"ON CENTER PRODUCT' Doa nG Prepared B), FlBERGASSDOOR fffrffrr`BUILDING COM230 Volldco F INC' IA/P.O.Box 230 3.559. Fl_35396ItJNPhoneNos613.839.9197 UNi y PART OR ASSEMBLY: Florida Boom of Profeuronal Engineer Ceriifiaate Of Autho za081, I°y y N 0 DATE BY BUCK ANCHORING on N 9 G•//L OD REVISIONS Lyndon R Schmidt, P.E No.43409 C 2D12 R.W.BUILDING CONGULTANTG IND. RAA-Projects\Prcjed Folden\Proj1201.13D0\pf 1208\D.RWBC Drawings\15225\FL-1S225.5.dwg,3 a N e z o$ sd Q9 ` q I cl nlitox ID ass ro s om 3. CID Ir A, o co3 Qf d w Z x c' z= d 0 3 (Dei. m fain m zc o Sm aa'j N a 0 ,R OR 27 a 3 go3 ti r z w •rn r,ifig c 000maz il 14.0 MAXI I TC Qu o s o p zto ON CENTER0mo m 3 030 nsn co I I= 11VARIES 300' 7YP. 7.36'CX w- 1.0 to go Q m r a fn STRI EI PLATE 3 TO 9.25 g 3° S VARIES a q o a TYP.) 5.5'39.37' to 41.25' I w9F I, 4' 2 EQUAL1_2 EQUAL 4'SPACES SPACES 14.0 MAX I IONCENTER r n 1 os ca I I r o0 00 Z'c xZ= m A a m o;A A w a Z 0oInrrnA I a; 5.5' VARIES 39.37" to 41.25' I fn2,:,, z x r m 14.0 MAX m m ni ON CENTER man 0NzAz I I I 1 m N m. m o Z LXX k-,000 D, r lm^ O 6. I` 30 0" T1P. II VLOARIES 1.0) h-(7.36" to 9.25") PRODUCT: Documents Prepand%n THERMA—TRU @-„-BURDINO CONSULTANTS, INC, ICAN FIBERGLASS DOOR Ji`(YY/P.o.eo<s3o valneo FL a3s9aNPhonsNo.:813.Ba9.9197 o F-11'' ? N Florida Board of Professional Engtrisent" PART OR ASSQABLY: IR tl to ro FRAME ANCHORING C°Mfi"te Of Autharl: n No.9815 rn NO DATE BY C2 / Lyndon F. chmtdt.P.E No.43409 a 201 2 R.W.ElumoiNp CONel1LTANTe iNo. MA-Projetts\Projed Folders\Proj 1201-1300\pf1208%RWSC Drawings\1S225WL-15225.5.dwg,4 C.1NN-+ -.O Cn 4%W O rn x IxA Wx W-N j" W--N 14.0 MAX 6"ON CENTER 1 I m- ,- u I- CNTIN4a A xoo00o N000ooAvo'v z crnNoz o000 ovv v z 0 To zozz000yy nyZ rno y 0000zooz oo Boz w o zgzao;a-zz l jz Zz T lozgm Lmt,1mA y7A rte+ r rtm W - yD O'If0 An 1.Znr7 n 7La mm a I En Enl1 O srlI+t -rl tr7 n W rn wCAZO rno31' A00 rq MM z '- ' W —m 0 wm tl I I I I 1 e w N O1 tO Y W4 In y R.1jZg Zg2mrn NXoZ cq z y o Nw oZ Z oo R yyZ Z 2 EQUAL 2 EQUAL 0 wro N 4" 1 4-StSPACESPACES z SswWVARIES zxZx 7.36'30.0T1P. 1- 1. 0WZ s a" T0 to HINGE9.25") I a oAZ no w 1-623!Cm r 1' — yy ym =X PX W nv1Zg zg tom*m omrn 11,3 y m =1z mED S;w oocoi onl-az x 'w-ot w- WjD - Zx zx Wm n nyaNZ ZA A mT 14.0 MAX rnONCENTER oA e VARIES e 7.36" 30.0, Typ, to 0) 9.25) PRODUCT: D.—Ms Prepared W. THERMA-TRU fK BUILDING CONSULTANTS• INC. I N FIBERGLASS DOOR J1. P•O•Bex 230 Vatrieo FL.33585 N E z N EE No.:873.659.9197 PART OR ASSEMBLY, oa11KyFloddD8—rd of Prohssbnal Engineers I0 fn CertMeate O Autho on No. 9613 I N FRAME ANCHORING0) 904 DATE BY & BILL OF MATERIALS Z'ZllL_ 00 EVI$ION$ Lyndon F. ahmld4 P.E No.43408 2C 1 2 R.W.BUILD—CONSULTANTS IND. nnt ur+rinnonco 0.1011no Wit etozO eor0s*ON 7'd 9PIw4oS'd S-PU41 SNO1103S SSO83 8N coo7V3lLH3AVIVIN07JSOHA831V0rONI ItoNuozyo4VNIoW40*01-0 h woou16-3 1-1g ;Wd P$..8 npyoU klSVaSSV NO iWd N N $L616'62ST19—N 6-4d 6220'1d-NwA Mi-8'o•a H000 SSY1,9838Ld N h orb%imynnsNoo ornmin Q9 Itl1—YWM3FIL 3fePwedwd-qU--a uonaoad JAL am t NIWSL l .8m ONIWSCt 30ddSWIHSOwwSL' me O'" oR W oc(( W ^ lh N 0x Z O '` ••!V O V x U J MI Q` 2g m nSTi't v1 4ED of ._ o z m 9W3 NIW Sl't 30YdSWIHS xvwsz'ws awwstro cd m g a 0 Ny TLUU) a X yY O dl l'BW3 1"MIN.FROM MIN.FROM Z a NIW SZ'l MASONRY EDGE MASONRY EDGE O 30VdS WIHS IYP.) TYP) Nl 1 'XVWSb II pw pWU a, u o NO U I 0] X S'6MP'S'SZZSl-Id\SUST\SBUI—a 09MN'a180ZT AOOET-TOZI(CUAMP10:1 P40Jd1sM(ad-V\:b k\A-PmjeVsVrojed FofdemWmj 1201-2300\pf l208\D.RWBC Drawings\1.522M-15225.5.dwg 6 J EMB.(TYP.) 1-1MIN. y EMB./ 4'( TYP.) lO i O a— ZZ Z 0 q m3. fig nOr t Q f(}ll O W W P 1-1/4'MIN. 1-1/4"MIN. ro EMB.(TYP.)' K" EMB.(TYP.) rT O hof z Pinz3 tFt O JAZ . Z •• r A u A m r, -go O oz3pbazzo OZapmTmO3 W 1-1/4MIN. EMB.(TYP.) p ON as z3 y .viz •'d• C A 127 m3 a Cmym3 jy1 1OZ O IA Z z CSINK m0 `• O; N r W m 3 1-1/4'MIN. EMB.(TYP.) r11 rte-PRODUCT: 0ocaments Pmpaivd Ey: I pl THERMA—TRU p BUILDING CONSULTANTS.INGFFlBERGLASSDOORJI.P.o. eo 230 valneo FL.335e5 tV Phone Nos 813.889.8197 PART OR ASSEMBLY: lda BC-d of Prof".Ional Engineers V1 -+ Csrttflcob Of( J No. 9813VERTIC./11..IO1 ro NO DATE 171-1d. BY l ZriaoSCROSSSECTIONSLyndonF.Schmidt,P.E No. 43401 x012 R.W.BUILDING CGNSULTANT9 INC. r . Id4 iml-UiAJ<3E I rn o MIAMI-DADE COUNTY DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY PRODUCT CONTROL SECTION AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) T(786)315-2590 F(786)315-2599 www•miamidade eov/ncra/PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product ControlSectiontobeusedinMiamiDadeCountyandotherareaswhereallowedbytheAuthorityHavingJurisdictionAHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product ControlSection (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right tohavethisproductormaterialtestedforqualityassurancepurposes. If this product or material fails to perform intheacceptedmanner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the righttorevokethisacceptance, if it is determined by Miami-Dade County Product Control Section that this product ormaterialfailstomeettherequirementsoftheapplicablebuildingcode.This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-770"Aluminum Sliding Glass Doors w/wo ReinforcementsAPPROVALDOCUMENT: Drawing No-PGT0002 Rev C,titled"Series 770 Alum SGD-LMP",sheets 1through23of23,prepared by manufacturer, dated 08/05/07 and last revised on 10/11/11, signed and sealed byLynnMiller, P.E,, bearing the Miami-Dade County Product Control Revision stamp with the Notice ofAcceptancenumberandexpirationdatebytheMiami-Dade County Product Control Section.MISSILE IMPACT RATING: Large and Small Missile Impact ResistantLimitations: 1. See table 1,2 &3,sheets 7, 8&9 of this approved drawing set for applicable SGD unit sizes, designpressures, reinforcements, glass types, sill riser and anchors requirements.2. Egress operable doors must comply with min clear width per FBC,as applicable.3. All laminated glazing options are with interior HS glass,see glazing options, sheet 1, 5 &6.LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and seriesandfollowingstatement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been nochangeintheapplicablebuildingcodenegativelyaffectingtheperformanceofthisproduct.TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thematerials, use,and/or manufacture of the product or process. Misuse ofthis NOA as an endorsement of anyproduct,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to complywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed bytheexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shallbedoneinitsentirety. INSPECTION: A copy ofthis entire NOA shall be provided to the user by the manufacturer or its distributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial.This NOA revises NOA#09-0826.10 and consists ofthis page I and evitieucc pagag FS 1, as well its MPPIM41documentmentionedabove. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. rupwnEcoutvnr NOA No 11-1018.14 Expiration Date: February l7,2015 Approval Date: December 01,2011 Page I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file#09-0826.10).2. Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMI",sheets I through 23 of 23,prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11, signed and sealed byLynnMiller, P.E. B. TESTS (transferred from file#09-0826.10) Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94, 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993,FTL-6036, FTL-6001, FTL-6014,FTL-6015, FTL-6017,FTL-6023, FTL-6024,FTL- 6025,FTL-6028,FTL-6031,FTL-6033 and FTL-6036 dated 08/10/09,all signed and sealedbyJulioGonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised andreissuedon12/29/09,signed and sealed by Julio Gonzales, P.E. C. CALCULATIONS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007 &FBC 2010,prepared by PGT, signed& sealed by Lynn Miller, P.E.2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer'sworkperFAR61G15-27-001,signed & sealed by Lynn Miller, P.E.3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09, 01/06/10 andlastrevisedon01/08/10,prepared by PTC,LLC, Robert J. Amoruso, P.E.itransferredfromfile#09-0826.10) 4. Glazing complies with ASTME-1300-02&-04 D. QUALITY ASSURANCE I. Miami Dade Department of Permitting,Environment, and Regulatory Affairs (PERA).E. MATERIAL CERTIFICATIONS l. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont De Nemours&CO., Inc.for"DuPont SentryGlas ®Plus",expiring on 01/14/2012.2. Notice of Acceptance No. 11-0624.01 issued to"E.I. DuPont Denemours"forDuPontButacite®PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007& FBC 2010 andNofinancialinterest",prepared by PGT, signed & sealed by Lynn Miller, P.E.I. Statement letter of conformance to FBC 2007 and no financial interest, dated 08-19-09,signed by Robert J. Amoruso,P.E. (transferred from file#09-0826.10)2. Letter of tab compliance,part of the above test reports. G. OTHER I. This NOA revises #09-0826.10,expiring February 17,2015. approvecl kR y g Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date: February 17,2015 E- ] Approval Date: December O1,2011 GENERAL NO ES: SERIES 770 LMI SLIDING GLASS DOORGLAZINGTYPEOPTIONS (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)DESIGN PRESSURE CHART NOA DRAWING MAPGLASSSTRENGTH - T a TEMPERED HS a HEAT STRENGTHED SHEETINTERLAYERTYPE - SGP= .090 DUPONT SENTRY GLAS PLUS DBPVB=.090 DUPONT SUSEE TABLES 1 2 3 ONTACITEPVB GENERAL NOTES... ._.....1G3.7116"LAMINATED: }LITES of 3/16"HS GLASS WITH AN.090 DBPVB INTERLAYER. SHEETS 7, 8 8 9 QUALIFIED CONFIG..........2-4G4-7116"LAMINATED: )LITES OF 3/16" HS GLASS WITH AN.D90 SGP INTERLAYER. GLAZING DETAILS..........5-6G3A-9/16"LAMINATED: )UTES OF 114" FIS GLASS WITH AN.090 DBPVB fNTERLAYER.G4A-9116'LAMINATED: )LITE$OF 114" HS GLASS WITH AN. SGP INTERLAYER ANCHORAGE_...................7-15 G5-1 L WUNATED I.G. 16"TEXT.G 7-9AP+3/8"AIR SPACE+7116"!AMINATED:(2)LITES OF 3M6' HS GLASS WITH AN.090 DBPVB INTERLAYER. DESIGN PRE55URES_.. . 15-ELEVATIONS...... S........... 15-16G6-1"L.Att4!NATED LG. 1 fi"TEXT.CAP+3/8•ATR SPACE+7/18"LAMINATED:(2)LITES OF 3116" HS GLASS WITH AN.090 SGP INTERLAYER. CONFIGURATIONS...........17G5A-1"LAMINATED I.G. 14"T EXT.CAP+5(16"AIR SPACE+7/16-LAMINATED:(2)Lrms OF 3116" HS GLASS WITH AN.090 DBPVB INTERLAYER 2.DESIGN PRESSURES: VERT.SECTIONS............18G6A-V LAMINATED I.G. 14"T EXT.CAP+S/16'AIR SPACE+7116"LAMINATED:(2)UTES OF 3116" HS GLASS WITH AN. SGP INTERLAYER HORIZ SECTIONS.._.._....19-20 PARTS LIST..._...............21ANEGATIVEDESIGNLOSBASEDONTESTEDPRESSUREANDGLASSTABLESASTME1300. EXTRUSIONS._..........._....22-23B.POSITIVE DESIGN LOAD BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.3.ANCHORAGE:THE 331! STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACTWITHOTHERDISSIMILARIATERIALSSHALLMEETTHEREQUIREMENTSOFTHEFLORIDABUILDING4.SHUTTERS ARE NOT UIRED.CODE. FOR ANCHORAGE DETAILS SEE SHEETS T THROUGH 15. 5.INSTALLATION SCREWS FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.6.REFERENCES: TEST REPORTS FTL-5980.i TL-8993.FTL-6001,FTL-6014,FTL-8015,FTL-8017,FTL•6022,FTL-6023,FTL-6024.FTL 025,FTL-6029,FTL-8031,FTL-6033 AND FTL-8036.DATED817/09.ELCO TEXTRON NOA 07 6.01,03-0226.05, ANSIIAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2D05 ALUMINUM DESIGN MANUAL7.THIS PRODUCT HAS SE DESIGNED 8 TESTED TO COMPLY WITH THE REQUI8.DOOR SIZES MUST BE REMENTS OF THE FLORIDA BUDDING CODE,INCLUDING THE NIGH VELOCITY HURRICANE ZONE(HVH2jVFLEDFORCOMPLVWCEWITHEGRESSREQUENTSPERFLORIDABUILDINGCODE,ASAPPLICABLE.9.CONFIGURATIONSLSEE P TABLES(SHEETS 7-9)AND CONFIGURATION IREMILLUSTRATIONS(SHEETS 211).A.D.L.Q.WIDTH=PANEL IDTH-7" B.D.L.O.HEIGHT:m PANEL HEIGHT-8.26' NOTES PERTAINING TO ORAGE DETAILS ON SHTS.1 -1 :1. FOR CONCRETE APPLE TIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED ELCO 1/4'OR 3/16"ULTRA (FORMERLY TAPCON JCONCRETESCREWSOR114'ELCO S CRETE-FLEX SEETABLE ON THIS SHEET FOREMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. m°a h2FORWOODAPPLICATSUSE#12STEEL SCREWS G5 1M-ELCO SS4 CRETE sa les wp 1sc Fa.aaCRETE-FLEX MAYBE USED INSTEAD OF 1112 SCREWS(PAN HEAD! c. 11_)a Ib3.WOOD BUCKS DEPIG A51x ARE LESS THAN 1 U2'THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO MUD CONCRETE. WOODBUCKSDEPICTEDAS2xARE11 'THICK OR GREATER. 1X AND ZX MUCKS(WHEN USED)SMALL BE C?E5KSNl5D TO PROPERLY TRANSFER LOADS TOTHE STRUCTURE. BUCK neebsla—t1[DESIGN AND I ENWT T ATI IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD_4.FOR ATTACHMENT TO SHALL 8E OF A SIZE TO WNUM:THE ALUMINUM SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND AMINWUM OF 1/81 THICK THEALUMINUM STRUCTURAL MEMBEROVIDEFULLSUPPORTTOTHEDOORFRAMESIMILARTOTHATSHOWNINTHEDETAILSUSING2xWOODBUCKS. THE ANCHORS SHALL BE#12SHEETMETALSCREWSlTHFULLTHREADENGAGEMENTINTOTHEALUMINUM. IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES USIREQUIREMENTSSHOWNNTABLES1.3,SHTS.74 FOR ANCHOR TYPE 4 ARE ACCEPTABLE. NG ANCHORAGE S.IF SILL IS TIGHT TO SU TE,-GROUT OR OTHER MATERIAL m NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN..(DONE BY OTHERS)MAX.114"SHIM SPACE F R GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THATIS NOT TIGHTTO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TOSUBSTRATE,IF SUBST IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUTAND WOOD SUBSTRATE,ORAS APPROVED 8Y THE AUTHORITYHAVINGJURISDICTION. E—mc.te ScrewMor age MMimum FmtaedmeW and Wnlmam Edge 13n RegWlements Carirlale Strength Requiramenti Masonry 3bengwRegatmmoata Mesa and SW Jambi Type DI& ti• ungroumsd cm A93M G90 canume Un4mled CMU U4' 2700W. ASTM Geo vmM~cw*w YngGrowledCICUBGalJltraeeaGroutedCMUtoSeeYma2+&22.1$andTypeOia. n.F]ab. Wn.Ed Mia.Einb, Mln.Fd Mtn,fflahl Wn.Ed SMS" 35M psi RSDgdlao FBG. Elco UHracon 1w 715 2 112 1 Ila 1 2 V2 1 74 2 112 Eke Crtlefkx SU 114^ 3350 pbl SHC 314 1 1d i 11a 1 W1a 1 S4 2 V2t]CD Cretaflai 594 1M' $14 2 VI 1 V4 2 1!1 NotAecpitsprdgd Definitions; Emh.=Embamaent 111 t I f i 111 PiiaakKadlwrlaa ..l 1044ockMsuntingwdaplerlAnamrsneell Ed=Edge Distance WdodScrews(Head.SIM AjamLilin.Q-( IYTdN Afl` F'Coacrele Groalad CMU t:oaaclo Glouead CMU Min.=minimum TYPa in.Ea1b Wn.Ed 1`I`.•'`GEIVS£ 'Q 'TYPe Dia. M .Emb. ylti W-Eab. Odin.ad Mla.Emb. MIn.EdEmb. MId Ed 472 Wood Screw 1 3/8"eco Wtracon v4 Ira t/2 1 714 2 14 1 x4 2 V2 I Ya t 114 CONCRETESCREH/SSTRENGTMS: Etc*Crete-Flex SS4 1318' 1^ Tyo,587Q5IOC;'Creta-Raa 554 1r4- V4 2 u2 NaRecaan,e ped 1 V4 2 112 Nw Recammmdry FyAtW.a 13SK81 LMESS QTTiERWISE/VOTED n Fu JINN,a 177 K81e.aow: area a..oia,,:J 1. 1QM!/!Y C 2010 CODECMAJVGE A STATEOfsrkc01AW10 Rea Pe aarau annecouarFnrrs lQMTECftVaocroRrV GENERAL NOTES ANDLMAP Ox aLOn10!1, GNBRinedelear~ NOKOWSA29275 Lira SMC 11/1&DJl ~A PE MAMIDAVECOS9MENTS anaaxt5zra SERIES 770 AL IJfVUMSGD-LM! S`s10NRLaeSmdelaO'rrav nae. NQKOMJS,A 39279 aee esrr ro,r rrr/r t`SMC oaa0.5/OT scalls NTS i -123 mPGTO1JU2 C n Lrrem41iam P-E- A.E.0 58705 APPROVED CONE GURATIONS: SEE D.P. TABLE, SEE D.P. TABLE, SEE D.P. TABLE, SHTS. 7-9 SHTS. 7-9 SHTS- 7-9 i D 3 13 A FAN i tt t SEE P P 1 SEEN 14 SEE , I DP 's 1 Q oF DP u s a _1 DP r 1 TABLET a TABLE ; gQI TABLEs a iSHTS.v' SHTS. , SHTS. s Y I 7-9 7-9 i 7-9 I ITXPxo, ox, XX, oxo, Qxx, xxo, XXX, SEE D.P. TABLE, XXP oxxp, XXXp SHTS. 7-9 SaaAIWC LT A 1 90'CORNER u olcfofFbWAL AIV ssp 11-3T I al 1 SEE DIP o t TABLE ° oil al gelSHTS. s J, r m I awl 7-9 I I X II Q Q, Xxxo, O)CXX, XXXX, E a G POCKET DOOp CORNER,TYP. POCKET,TYP.R ALL CONFIGU TIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USINGtttl LYNpDETAIL "S" OR " INSTALLATION. EXAMPLE: vcSF.'4 PXXXXINPOCKE.7 CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET No.56705CONFIGURATIONCANBEOXXXp. POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIEStERABLE.PANEL, 0 SIGNIFIES INOPERABLE PANEL. CFTrtIS SHEETSTATE OF Wo TECKI OGYDRIVE QUALIFIED CONFIGURATIONSSMC0,AD8MD 8 a4W COMMENTS NQKOWS,FLM275sMc ,ri,aro9 A DADECOMMENTS ecur,r SERIES 770 ALUM. SGD-LM! QNAaro. fiwaN P.O. MOKOA09FL34vi 7 1,flsrra.r rx me o.wyw. n.. P SM 0d 08 ALYWV 4LERIP.E.SG0770 NTS 2 s 23 PGTOA02 C P£.Y 58705 SEE O.P. TABLE, SHTS. 7-9 1 R 4 1 1I1 P T TABLE SHTS. tI 1 OXXxO, xxxxo, oxxxx, xxxxx, xxxxxp SEE 900 CORNEIZ EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 v+fDAUCfi 4.Vt»i 4l liyl/07L Q 4 d i SEE D.P. TABLE, SHTS. 7-9 1 c 3 I SEE Dp tTABLE r,' wl12, SHTS. 7-9 MW f 1 Ei x^zrxxr^r Y I 1/1%\!/'l i 1 V\/l1/. yCENS Ar: APPROVED COWGURATIONS t4o.56705 1al,tl,l C N Ci1fU1/(aFl}1SSrIfiET u.er Q., to tl i) Etl QtlAl lfilEp CONFIGURAT10NS STAT7: F 07etP5lt0 $ o- P tuAMlb iOECOMMEN lOTO7£GYVQLOGI'DWY$ No,ccoNes.Fcwsrs a J••.FcoRlo!`_•NG\': s+a 11/7&09 A P A"W aaafcalsrn vrs no.eoxt SERIESTTDALUM.SGO-LMI S OVALran.aery. LWe Oob: M(1ItGA}lS.Fi 7E771 8tl•'r'Y4+ tut owy,y. A. LYNNlA1LL R.P.E.Avos+Po 9L rd NTS 3 +23 PGT90fl2 C p.E=aros APPROVED CONFIGURATIONS: SEE D.P. TABLE, SHTS. T-81441 l iMm Wqv SEE D 19 R 1 TABLE ii l all SATS. 7-9 al t t o)()()=at XXXXXXo, ox=mj mo(xxx, xrxxXXXP SEE 90° CORNEI t EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 womfin SEE D.P,TABLE, tc_,o .sSHTS. 7-9 41--'g A SEE y DP t 171 TABLE t j' tj ' f' lSHTS.r rt 7-9 n t f 1 XX)0=0 XX\O(XXX() XXXXXXX XXXXXXXX w 1 ityf,lt a , Vp TN15 SNEEf rv°b` STATE OF foo crHo+xYaR,ur QUALIFIED CONFIGURATIONS FtoatoP•'' vim;S D1RA5/!D nor J'iR AANaADFCOw4EMS AD A l;R N"F ••-' y+ A caflaco>n ns u SERIES MALUM.SGA-LMI s`SIONM-Ea-r, r- Pna a+. o M• NC >f. 4M IYNN MILLEREP-sr U8R5/os SOMM NTS 4 d 23 A-w PG7AA02 c k14 N z•vi a .w a: 4 o J J O wul i sill I Oyu fit 11110'% U 0 0f- ONw O w C j vj aa.z . J zICO y w a z N g N " c0 00 io N oNN op O 0yOyW g`rA c a V3 C7 14 a mNZ w w co a N o 5 IS VAR cXTERI (83116"HS GLASS a12 3116"HS GLASS 090 DBPVB EXTERIOR 090 SGP 3AW KS GLASS 3(t6"FAS GLASS AIR SPACE 74 318'AIR SPACE 74 6'T GLASS —+ 3116"T GLASS1"NOM. 1"NOM. 83 kTYPESG5 314'14OW GAS779617E TRUSEAL DURASE SPACERTRUSEAL DURASEAL SPACER 1" LAMINATED I. 1" LAMINATED I.G.TYPES G6 55 a4i7NG7AgYi6 9 as csopgtgtW"Oc Fbx&U ne w-3/16" n I g•ALF EKTERIO 21 3116"HS GLASS 213 3n6"tis-GLASS c I(1,ti w D4O DIBPVB EVERTOR 090 SGP 3116"HS GLASS 3116'ha GLASS16"AIRSPACE 74 5111 AIRSPACE 741 "T GLASS 1A,T GLASS 1•NOM. 1"NOM. C8283 314"NOM 314'NOM. C79 653 79 LASS SBITE 1RUSEAL DURAsI=A SPACER TRUSS&OLYRASFAL SPACER IS LYNTSI111, to LAMINATED I.G.TYPES G5A 55 1"LAMINATED I.G.TYPES G6A 55 3'`;ENs J J 7(y'11l11 C NO C)(ANGE MS SHEETVs— Q gjRZE i•: ramFFcJi LocrORtvE GLAZING DETAILS O,c''' •.Ftosr p.•'C; sOBf• Ria a.faoc smc 11146109 A PER t!?ADECOARMI MTS P v.aQK ISM a+s Flx>s v SERIES T70ALt1M/NUM SGD-LMI ON A pass!- Ow- CLe 6.k NOXOMM FL 3074 4Yt m. r Owtra we A LYNN IPIL EEZ,P.E_Rµsco7To NTS 6 23 PGTOQ02 c P.e.nse7os DESIGN PRESSURE AND AN HORAGE-UN-REINFORCED-STANDARD STILE-STANDARD ASTRAGALTABLF-I OLO WIDTH=ROM.PANEL WUT4i-T" DLO KEZG iT=NOM.PANEL NEYakiT,-8.25HEAD&SILL(HSS)INTERLOCK,STRAGHT&CORNERASTRAGAL CLLWER PLUS INTERMEDATE ANCHOR QTY.PER PANE-H&S. JAAM AW41OROTY. >RHOOK kNCHIOR QTY. AnchorTypes: 60 G3-7116"LAMINATED GLASS• 16"KS.1 PJB 13116"HS.) 1) '114"ELCD ULTRACGN(FORMERL(TAPCDN 63A-5116"LAMINATEDGLASS- 114"FLS.I PJB1114'H.S.) 2) -114"SS4 CRETE-FLEX G5-7116"LAM WTED LG.U.-( 6"TEMP./AIR/3116"KS./PJB 13/16'H.S.) 3) -5116"ULTRAOON GM-V16"LAMINATED LG.U.-(14"TE -/AIR 13116"KS.IPVB 13116"H.S.) 4) Ya12STfBSCREW(G5) SEANCFIORAGENQ1F5 1&2 ON SHEET 1. UNIT HEIGHT Ba 84 90 11398 v a zv ct a v c rnvOo s ocr. NOM.PANEL FRAME Q U p O z WIDTH SIDE v v 2r STIMWDAR-D A^,STR1,AGAt N Y STANDARD STILES fV r cV - N GLASS TYPE-3, P1 IN . 3A 5,5A +66 -60.0 6D -60.0 60 -60.0 60 -66.0 61 u 1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+} C4+2 C4+} C4+1 C4+224101010101010101010101010 5 5 5 5 5 5 5 5 5 5 S 5 116GLASSTYPE-3,3A S.5A +60 -130.0 6D -60.0 60 -60.0 60 X0.0 6 H&S 4+1 CA+1 C4+2 C4+1 C4+1 C4+2 C4+1. C4+1 C4+2 C4+i C4+t 04+2 11e30Iq(y8 10 10 10 10 10 10 10 14 10 ID 10 10 OUTSIDE CORNERkP-7 iOQ1C 5 5 5 5 5 5 5 5 5 5 5 5GLASSTYPE-3,3A 5,5A +50 -60.0 60 -60.0 60 -60.0 60 -60.0 H&5 4+1 C4+1C4+;,L C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2.s111836 O1a 10 10 10 10 10 10 10 10 10 utT. aPHOOK555S555558GLASSTYPE-3,3A 5,5A +60 -60.0 60 -60.0 60 -60.0 60 -60.0 4,s q sapp 1-IO 1 16" H&5 4+1 C4+1 C4+2 C4ol C4+2 C4+1 C4+1 G4+2 C4+1 C4+1 C4+242JAMB14101010101DiD101010P-HOOK 5 5 5 5 5 6 6 6 6 6 6 PQ GLASS TYPE-3.3A 5,5A +60 -60.0 60 -60.0 60 -60.0 60 -60.0 H&5 1101 C4+1 C4+2 C4+1 120C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+24eJAMB1a101a10101v10101v1D10P•HOOK 5 5 5 1 6 6 6 8 6 6 7 7 7 1.POSITIVE PRESSURES IN 1 ABLE ARE BASED ON THE USE OF THE 3 114 SILL a = EXAMPLE ON SHEET 10 90'IN510E CORNER 2.WHEN USING THE 2 112'SI ,POSITIVE WATER DP IS 46.67 PSF.MAX.WHENUSINGTHE4'SILL POSIT WATER DP IS 60.0 PSF MAX. TABLE 1A OH LENGTHNEGATIVEPRESSURESUHANGED). SEE TABLE 1A. SILL HT.VS POS.DIP3.4".3 114'AND 2112"SILL H GHTS ARE TESTED FOR WATER INFILTRATIONWHEREASTHE11t2`SILL NOT AND MUST ONLY SEI.RISE (+)DESIGN OVERHANG BE USED WHERE WATER ESISTANCE 1S NOT REQUIRED. POSITIVE HEIGHT LOAD OH LENGTHDESIGNPRESSURESSHONINTABLE1MAYBEUSEDFLUSH1-112` WA pH OH HEIGHT 1 I s I+t IWHENTHEDOORISPROCTEDBYANOVERHANGCOMPLYINGWITHTHE FLORIDA BUILDING CODE EE ADJACENT DIAGRAM), LOIN 2-1/2 +46.67 PSF HEIGHT 10',.jLYNN 611 of OR GREA?ER GfiNSF•((F*`THIS CONDITION IS riOT TEt?FORWATER 1riF4LTRATtOri. Mm 3-114" +Sam PSP 44.SEE SHEETS 10 THROUG 15 FOR ANCHORAGE SPACING AND EMBEDMENT HIGH 60.0 PSF 1LINFORMATION. tSo_ggT05 5.DOOR SIZE TO COMPLY W TH FBC EGRESS REQUIREMENTS.SEEN07ES 1-3 SEE NOTE 3 J1 10/11/11 c NO c IANGE THIS SHEETVrATE OfwwwlyxwbaJonTlMEDPANDANCHORAGE0 ••. pR10p•, \?suc ovsano s 1r ioacFcossuavrs s SERIES 770 ALUMINUM SGD-LM!snre Maw a rF1r 1 caaak!xrs po.8Q1[1570 ONAraxDe- rn77- s ns nroucpilygFL 31z7 swsw S w m-q I' 5 Oa+Ob A.LYRN SGP 0 NTS 7 r PGTOD02 C P.EJ1507o9 DESIGN PRESSURE/WDANCHO E-UN•REINFORCED-HEAVYDV7YSTILE•STANDARDASTRAG,ar"'SrLLi ULx aS GiT a CORNHIAS7RAGILL CO.WTER PLll6W(FAJH7MTEANdiDRQ7V,PER GAHWl ItaS.TABLE 2. AI'CHOR4Tv. >P-itOOKA RG7V. 61 G4•V19-LArV1ATEDGLASS-(7776' •S-/5L+P/3110"11.5.) A-Type*: 04A-0110'LAMNAT®GLASS•(114'j.s 7 SGP!114•H.S.) 1)"14'EL00 UL'1MC0N(FW4ERLv TAFQ7N GO-!116'LAkOM 7W LG.L).-(3116" .1AIRF3/16"HS.1$GP13/10•HS.) 2)'114•SSAO TE•FLS( a6A-7116"LAMNATFD LG.0-(114' ./ARI YUrHS.1 SGPl3M0'HS.) 34'6110'ULmCON 4)'612 STH-].SLReNcas) sEEAaa1011+IGE NGTES t a 2ONsHEET 1. UNIT HEIGHT U L4 ss 1 108 114 720 NOM.PANEL FRAME O U C Z ppm U V O V U O L) U U v po p0 VADTH SUE U v p U v S U 0 Q 0 Q 57DTH v n U S L) S a •- N r n v r Y N n ^! n N M Q N {q STANDARD ASTRAGAL GLAss TYPE-4,4A 6,6A N er HEAVY DUTYSTILES60.0 -60A 60.0 •60.0 OOA •60.0 60.0 $0.0 60.0 -60.0 60.0 -60.0 60A •60.0 60.0 X0.0oHSSG+1 G*1 C6+2 G+1 C4+i C6*2 C4+1 G+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 C6+2 C4+1 C4+1 CB*2 C4+i C4+} C6+2 C4+1 Grt C6+224LJM 70 10 10 10 1-0 10 10 10 10 10 10 1a 12 12 12 12 12 12 12 12 12 12 12 12aP-HOOK 5 5 5 5 5 6 5 5 5 5 5 S 6 6 fi 8 fi 6 fi 6 6 6 B s SEE SHEET 7 OR 9 FOR 90'GLASS TYPE-4,4q 6,6A 60.0 -40.0 e0.o $OA 60.0 $0.0 6DA iD:D So.o -6On INSIDE d1 OUTSIDE ER DEPICTION 2C Has G+1 G+1 C8+2 Cor 60.0 $0,0 60.0 $0.0 60.0 -60.01G+i C6+2 G+1 G+9 C6+2 C<+1 G+1 CB+2 C4+1 C4+1 C6+2 G+1 C4+t C6+2 C4+1 C4r1 C6+2 G+1 G+1 C6+2yJM1610101010107010tD10101010121212121212121212121212 GLASS d P, g, 5 S 5 5 5 5 5 5 6 5 5 S 6 6 B 6 B 0 6 8 6 6 6 6 WIDTH=NOM.PANEL WIDTH-7'TYPE•4,4q 6,BA 60.0 -o0.0 60-0 -40.0 60.0 $QO 60.0 60D s00 $OA 60.0 $0.0 60.0 •BD.D Gap -609 DLO HEIGHT=NOM.PANEL HEIGHT-8.25"HdS C4+1 M4-+ICd-2G+t C4+1 Cfi+2 G+7 GN C6+2 C4+1 C4*1 C6+2 C4+1 C4+1 G6+2 CI+1 G4+1 C6+2 ! 12 G+t +(t N 10 4 4 10 10 10 10 1D 10 1D 12 1Z 1P C6 2 C4+1 12;' C6+2 3 P4400K 5 5 5 5 5 12 12 12 12 12 12 12 6 6 -0 6 6 6 7 >' 7GLA$ TYPE-4,4g8,BA 60.0 $0.0 60.0 $OA B0-0 $OA 60.0 •60.0 60.0 $OA fi09 SOA 60,0 -60A 60A -fia4J!, AMBHas G+1 r1 C8*2 G+1 C4+1 C6+2 C' o G+1 C6+2 0 C10 G10 G+1 C4+7 C5+2 C4+1 C +! C6+2 C4+1 C4+1 C6+2 G+1 C4+1 Cfi+242g1AA8101010701010101010101010127212T21212121212121212P•HOOK 5 5 5 5 5 5 6 6 6 6 6 8 6 6 7 7 peiOUC iYi7GLASTYPE-A.4A6,BA 7 7 7 7 8 8 a B60.0 '60-0 80.0 $O,0 60.0 -8 60.0 .10.0 60.0 $0A 60.0 $0.0 BOA X0.0 6D.0 609 FkaftoD JAM GN +1 C6t2 G+1 C4+1 C6+2 C4+1 C4+1 C6+2 G*1 C4+1ECqIII+2 C4+! C4*7 C6+2 C4+1 C4+1 C6+2 C4+T C4+1 C6+2 G+1 C4+1 C6+2 SDI ly- HOD 10 10 10 10 10 106 10 10 to 1012 12 12 12 12 12 1Z 1212 12 12 12 ISP-HOOK S 5 5 6 66 6 6 7 7 1 7 7 6 1 0 z GLAS$7YPE-4,4q 6,BA 60-0 OA 60A $0A 80.0 $O.0 eoA •6D.0 B B B e B 9 9 g 1-4 - Q HflS C4+2 4+2 C5+2 C4+2 C4+2 C6+2 G+a G1+2 C5+2 G+2 G+2 C$+2ow54QJMrB1D15::L!6 0 1 10 1D 10 10 t0 10 10 10 10P-11OOK s s 6 8 6 B s -6--T-7 7 PANELS OVER 48"WIDEGLA$$TYPE-4,4g6,6A BOA .o sa.o $D.60.0 -"-a o.o NOT AVAILABLE OVER 96"HIGHEHISG+2 4+ 2mm,CO. C4+2 C4+2 C5+ G+2 G.2 C5+260XJP1u1610101a101D7010Pa•IOOK 6 87 7 7 7 7 6 1.POSITIVE PRESSURES IN I ABLE ARE BASED ON THE USE OF THE 3114"SILL O2.WHEN USING THE 2112'811 L.POSITIVE DP IS 46.67 PSF MAX.WHEN USING THE 4"SILL EXAMPLE SHEET 10 POSITIVE DP 1S BO-DMAX NEGATIVE PRESSURES UI ICMANGED). SEE TABLE 2A. TABLE2A r OH LENGTH y3.2112',3 114'AND 4"SILL N GHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I I1112"SILL IS NOT AND MUST NLY SILL HT. OSP .DP OVERHANGBEUSEDWHEREWATERSISTANCEISNOTREQUIRED. POSITIVE DESIGN SLL RISE O)1 1GNPRESSURESSHAWNINTAB2MAYBEUSEDHBIGHTL OH LENGTHWHENTHEDOORISPROTCTBYANOVERHANGCOMPLYINGWITHTHEFLORIDAFLUSH.t-t WA OH OH HEIGHT L BUILDING CODE(SEEADJAC NT DIAGRAM); HEIGHT Y LYNN A.THIS CONDITION IS NOT ED FOR WATER.INFILTRATION. LOu1-2- +488716F EQUAL TO 1 ON.• -••.F 'f Of OR GREATER ytCENSE ' P4.SEE SHEETS 1D THROUGH 5 FOR ANCHORAGE SPACING AND EMBEDMENT a 1sF LOINFORMATION. H)GH-P +60.0 PSF Q 144.587055.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SMNaTES 1-3 SEE NOTE 3 Rmo6y Aa l R.iAcmra O•'•. O A /f LL-dJ }0/t}/11 C NO C "GE TMS SHEDarET STATEroo7>zaixaLo6rnRA DP AND AN AGE O '•,• A,. ' `9NIC OtpyJp B PFR CADS i ..FLORID. C9AnAarnncrt.eL„r CO1//fbARS 1YOKOALL7.FL Jf27s 74e PER ` r.a eax,sre SERIES 7717 ALUMINUM SGD-LM! 1,;SS ONA1- N`GI..L.Qa m, SM oBorso9 Stx742n NTS E r 23 - aLYiai(1wi( v.PGTOD02 C P E N se7D6 DESIGN PRESSURE ANDCHORAGE-UN•RENFORCED-HEAVYDUTYSTILE-HEAVYDUTYASTRAGAL TABLE3 HFAD&SILL(HSS)HTBtLOC STRAIGHT&CORNER ASTRAGAL CLUS7191 PLUS IKT WEDATEANCHOR QTY.Pig?PANEL H&S. N1T. 61 JAMBANCHOROTY, >P-HOO ANCNORQTY. Anchor Types= Ga-7116"LAMINATEDGLASS .(3J16"HS.J SGPJ3x16"KS.) 1) •114"13_COULTRACON(FORMERLY TAPCOM G4A•9116"LAMINATED GLASS (114"FIS.J SGP11I4-H.S.) 2)'114"SS4 CRETE-FLEX G3-7)18"LAMINATED LGAJ-- 8-TEMP.JAIR 13116"H.S.ISGPI3116-H.S.) 3)-5//6"LILTRACON G6A-7/16`LAA"TEDI.G.U..i/4"T®1P.1 AIRJ 3116"HS.J SGP 13116"H.S.) 41 V12 STEEL SCION(G6) aT 9f5-AM>WAGEN07ES t&2 ONSHEET I. UNIT HEIGHT 80 84 90 96JE10 po c g c g U HEAVY DUTY ASTRAGAL NOM.PANAME O Q p o Qj z HEAVY DUTY STILES WIDTHIDE V V U $, U U UN GLASS TYPE 6A 90.0 -90.0 90.0 •90.0 90.0 -90.0 90.0 -90.0& S CS+2 C6+2 C6+2 C6+2 C8+2 C6+2 C6+2 06+2 G6+2 C6+2 C6•r2 C6+224AMB101D1010f010101010i01010 118 OOK 5 5 5 5 5 5 5 5 6 6 6 6 DLO WIDTH=NOM.PANEL WIDTH-7- GLASS T`(K 6A 9D.D •900 90.0 -90.0 90.0 -90.0 90.0 -90.0 QMIib DLO HEIGHT=NOM.PANELHEIGkAT-8.2.5, S C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 +2 Cb+2 C6+2 C6+2 90-OUTSIDE CORNER 30MB 10 10 10 10 10 1010 10 10 10 1061FC666865667777GLASSTYPE6A90.0 -90.D 900 -901) 90A -90A 90D -90.0 VL& S G6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C642 C8+2 NC6+2C6+2 v.,4y64„qMB1010101010101010101010777777866mwqamw11-1D1 1+ pwp 2-GLASS 2a($TYPE-4,4A 6,6A 90.0 _90.0 90.0 -90.0 90.0 -90.0 90.0 -90.0 N GLeHasC6+2 CB+2 +2 C8+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C8+2 C6+242 rPi1i"SERVEJAMS100101010f01010101010< P-HOOK 7 7 7 8 8 B 8 9 9 9 GLASS TYPE-4.41A,6,6A 90.0 -90.0 90.0 -90.0 L 90.0 -80.0 90.0 -90.0 H&S C6+2 C6+2 C6+2: C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C '+248JAMB10101010f010 ' 10 10 10 10 1D 10 9a•p ,)pECORTIERP-I100K B 8 8 8 8 8 9 9 9 10 10 10 1.POSITIVE PRESSURES 0 TABLEARE BASED ON THE USE OF THE 4-SILL. 2.WHEN USING THE 2 i/2- ILL,POSITIVE OP IS 46.67 PSF MAX.AND WITH THE 3114'SILL,POSITIVE PRESSUR IS60.0PSFMAX. TABLE 3A OH LENGTH -NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A SILL HT.VS POS.DP3.21/1",3 VA-,AND 4`SI HEIGHTS ARE TESTED FOR WATER wjLTRAl70N WHEREAS THE 1 11Z"SILL NOT AND MUST()VLY SILL RISE (+)DESIGN OYERHANG BE USED WHERE WATE RESISTANCE IS NOT REQUIRED. POSiTIvE DESIGN HEIGHT LOAD OH LENGTHPRESSURESSHOWNINTLE3bWYBEUSEDOHHEIGHTWHENTHEDOORISPRTECTEDBYANOVERHANGCOMPLYINGWITHTHEFLUSH-1-112" NIA HEIGHT V LY-• ,'1f/(FLORIDA BUILDING CODE ADJACENT pts FLOW-2-iR" +46.67 PSF EQUAL TO 1THISCONDITIONISNOTRATEDFORWATERWFILTRATION, al G61v5F 1I ORGREATER4.SEE SHEETS 10 THROU IS FOR ANCHORAGE SPACING AND EMBEDMENT AAH}'3-114` + 90:0 PSF INFORMATION. HIGH 4"90:0 PSF 1"W. 5.DOOR SIZE TO COMPLY VITH FBC EGRESS REQUIREMENTS. SEE NOTES 1-3 SEE NOTE 3_ f _ Rnyw d,.r ,yy-yIJ1 4U-qiJ.J. ?a/11/11 C NO C GE 7HMSHEET 1070TFc rNaLot;Y0R1ve DPANDANCHORAGE OX FLOR10?- olrosra Pt1¢sr c40EC0Merr%= MoOKONa.FLU276 SSIONA-'SERIES 770ALUIWINUM SGD-LMIMCiV16A9APERDMELOMAAEMSP.O.8(LY 7579 1 I f 1 1 1,fGa,wBr t7aM: CAIWdIy. dbAk NOXQWLS.FL 31'11'+ mt as OaMtNs. M.snl D9 ssOnD NTS 8 e 23 Pcr0Q02 c a LYNNrEEx..PE. ANCHORAGE REQU REMENTS NOTES: 1. APPROVED ANCHOR TYI IES: 1)1!4"ELCO ULTRACON{FORMERLY TAPCON) 2)114"ELCO SS4 CRETE-FLEX 3)5116"ULTRACON 4)#12 STEEL SCREW(G5)2. ANCHOR LOCATION SPA PECIFIED IN TABLES 1-3 SHTS.7-9: HEAD&SILL................8" FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION,PL IS SPECIFIED QUANTITY OF ADDITK)NAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNERANCHORS CAN BE INCLUDED ADDITtONAL ANCHORS 24"MAX.O.C.S EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL,INTERLOCK&90'CORNER ON SHT.11-12 JAMBS&P-HOOKS_.6° AX FROM BOTTOM AND 21'MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.7-9. SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PER PANEL"ARE 8'MAX. INTERLOCK AS C,AL INTERIORTHOSEATTHEHEADANDSILL3.5' CENTERLINE SEE CLUSTER OET.,SHT.11 CENRERUNJ= 8'MAX 8'MAX BETWEEN CLUSTERS OR THOSE TMP I BETWEEN A CLUSTER ANDA1FRAMEJAMBORP-NOOK. 2.04" 4.051• 4.051' 3 5' MAX O.C. I3.5"i EXAMPLE OXX ANCHORAGE PLAN: C4+2HEAD&SILL ANCHORAGE Q PANEL,2-TRACK EXAMPLE SHOWN)=(14)ANCHORS TOTALTYP. 3) PANEL, 48"x 96"DOOR FROM TABLE 1,SHT. 7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE EXTERIOR C4+2&CORNERS=(20)ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP.JAMB CLUSTER SEE C.USTER 2 C4 2 C4 2 C4 2 DETAIL BELOW DETAI S,SHT.11r F- Y x x x x z x I x rYYxx [ Y w x Y Yx • 10'MAX. x .6"MAX.rYQDUCT REV&&& 3.5" SEE NOTE • ° 3'Mme•o aphi.a.+u em flank 10} a BELOW lr. l)-1DIFj•1qx=FRAME x 21"ANCHORS 9w"'r°- 7)P-HOOK L° °ANCHORS O.C. PER JAMB ANCHORS 1P j SEE SHEET.P- 1i13 FOR24" IN rERLOCK ANCHORS x CLUSTERMAX. CEI ITERLINE O.C.3 MAX. O.C.O.C. SPACING1VMAXxx \ rWMAX. ° 6"MAX. z4"MAX,o.c 3.5"TYP, 8"MAX..TYP. L 90•CORNER EXAMPLE OX-900 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: 4)PANEL, 60"x 96" DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1 8 2 IN CONCRETE SUBSTRATE SEE CLUSTER DETAILS,It TERLOCK CENTERLINE SHT.11 t+- 8"MAX I l 1 f y1111f11 4.051" LYNN M. r MIN. dc ys l F i Q.C.Qom:• 3.5" 204" Nn.5B705EXTERIORSEICLUSTERDETAILS,SHT.12 WT—E.- SEE DETAILS S&T ON SHEET 14&DETAILS OR DETAILSLu-J>b n.1 MM&NN ON 1 R P KA CHO M.N.O.P.Q&R Df J.J. Q/J1/l i C NO C TGETHISSHEE111111! A° ANCHORAGE SPACING&EXAMPLE PLANS SIAM of _satc at+uSno 8 PERde LMOECOYMFNTS ne1070 o sr2 am F[oRtQP. s`c '1"649 " P AA°F' NT6 P.0 Box 1528 SERIES 770 ALUMINUM SG©-LM1 SSIONAN- S1w e N V6M&%Ft3(274in-T4"Aft—SMC 08AOfuU9 RyySGOT/0 NTIS 1Q a 23 caro PGTt?D02 C A,L RES i PtE. l STRAGAI OR i r------- ASTRAGAL OR i ---- -`----- ASTRAGAL ORINT. I ERLOCK , I T INTERLOCK I I INT. INTERLOCK f TERLINE i i CENTERLINE 11 i I CENTERLINE 3.5 I i i I X3.5 1 j 1.75 t 3.5 1 I 1.75 I 42.0,40:20401 2.040_ rI I 1 1 r t 3.5 1 4.D51 7 1 h 7 2•TRACK,ASTRAGAL I INTERLOCK 2-TRACK,ASTRAGAL!INTERLOCK 2-TRACK.ASTRAGAL I INTEIEOCK __ J ANCHOR CLUST R-C4 ANCHOR CLUSTER-C5,ANCHOR CLUSTER-C& s-'rAA?,'A!OTt----- rAVRAWOT2--------- --------- rA AGAL Ofi~ - ------------- NOTE: INT. + I INT. I + INT. I ALL MAENS10NS S14OWN1INTERLOCKhhtt,11'ff2LOCK 1 I INTERLOCK CENTERLINE i i CENTERLINE i i CENTERLINE ARE S MINIMUM i 3.5 3.5i r 7 1 3 5 i ALLOWED.ALL DIMENSIONS I t 1 IM72-041 t SHOWN ARE W INCHES. 1 2.040 4.0721 i i 5.369 i i i i momplor4 MA at trtow*& L- ---JL4.Q49L--- CoYlgCds 3-TRACKASTRAG fINTERLOCK 3 TIfA KASTRAGAL-Tl&T9RLOCK - 3-TRACK.ASTRAGALI INTERLOCK 1 I ANCHOR CLU TER-C4 ANCHOR CLUSTER-CS ANCHOR CLUSTER-CS 1 IIhAa'fAACACaR INT. TiA ALaTt--- r1'AAI;ALb - INT WTERLOC t I INTERLOCK I 1 INTERLOCK 1 CENTERLINE i CENTERLWE I i j CENTERLWE 1I 1.75 3.5 r i 3 5 3.5 Ij1 4.046 2.17401 1 2.0401 1 40 5368 I — .04820I I I 4 I 4.051 I t AJL----------- J L---- --- -----J i 4 TRA K.AST - ALI INTERLOCK 4 TRAGIC ASTRAGAL/INTERLOCK 4-TRACK.ASTRAGAL/INTERLOCK NSE { ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-CE 00 yg705 Lt- r,f1! 1= 411 J.J. lOn 1111 C NO TMtS$WET P"SSAT r m. We ANCHORAGE,FJG4MPLE CLUSTERS O'o ..•FLOs;IOAti'o" SERIES 770 ALUMINUM SGD-LM! SS!ONAL9AfrJIP1G9YAPER111l/E CQh01iENi5 P.Q BOXf579 I,, caow ar MXCQINS FL 7f27s we rs 9 7---19 w. a LYNN MKLER P.E_SMC ow5/Q8 9ro 7o ALTS 11 23 PGT0002 C I+.E.fi 58705 r---------- i INT. 3.5 NOTE: I I ALL DIMENSIONS SKGWt I ARE BASED ON MINIMUM( I ALLOWED.ALL DIMENSIONS 2.04 iNT. \ i SHOWN ARE IN INCHES. tt i 3.889 1 t I 11ti1Il11I1 EXT. 3.889 I I i Efgg i 214 ol 2-TRACK 90'OEITSI 1 CORNER SHOWN, 2TRACK.90'INSIDE CORNER SHOWN, 2-7RACK.90'INSIDE CORNER SIMILAR JOPFOSITE) 2-TRACK,90'OUTSIDE CORNER SIMILAR LC PPOSITEZANCHORCLUSTER-C4 ANCHOR CLUSTER-C6 USED FOR CS ANO CO tu"ucl.svu m*-ppPlAma6C4o lFxib tao. eea I-ld 1 I ztae S1r---__ INT.----3.5stag*006 P*%Momoe11II1I 0 1 2.04 \i INT. 1 I 1 t 1 rI 3.889 t I 1ItrI1I 1 I14-14,44,44.i 3-TRACK 90'OUTSIDE CORNER SHOWN 4-TRA-U 90'INSIDE CORNER SHOWN.TRACK 90'INSIDE CORNER SIMILAR OPPOSITE 4-TRACK 90'OUTSIDE CORNER SIMILAR(OPPOSITESC-6 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIREDATALL3-TRACK CORNERS ALL s Z`.•`;C NSFAT4-TRACK CORNERS Q 56705 wz o..wars FJ.J f0!f f/f 1 C NO THIS SHEc T ST/.TE O 1070 TECMVDLOGYDRIVE ANCHORAGE,EXAMPLE CLUSTERS 0'` s olrosl+a row weaaw!canrnla Mrs NOXQWS FL 34M SERIES 770 ALUMINUM SGD-LMI f sS(ONA-SAtC iVr&L19 a PER DAVE COMMENTS P.Q aoxi579 I 1010warny: AL L3rbs py.; NOKaW&FL 3W4 errWe me a e n..tiW iue A.LYMN MFLt.El,PF-s a8A05ro9 Ssv770 ArfS f2 r 23 PGT0002 0 sam6 21/16'0,C. 2x WOOD BUCK TYR,SEE ANCHOR NOTE 3,SHT.1 SEE CHART,SHT.I ONCRETE 1"MIN.SEE CHART,SHT.I E.D.TYP. 21!16"O.C. 1MIN. 2 1/16' 2 1 16*O.C.TYP E.D.TYP. TYP. EXT. Typ- EXT,EXT. I 318'MIN.I" SEE CHART13/8"MIN. Ik SHT.I t4' 1/4' MA MAX. SHIM Svi" MAX 1/4' WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT.I SHIM MAX EXT.SHIM DETAIL A,2-TRACK F jLMC HEAD DETAIL B,3-TRACK FRAME HEAD ONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.I SEE CHART SHT.I ACOP_INSTALL kTION WOOD INSTALLATION DETAIL C,2-TRACK FRAME HEAD DETAIL D.3-TRACK FRAME HEAD ISEE ANCHOR WOOD ANCHOR TYP,SEE ANCHOR NOTE 2,SHT.I 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION NOTE 5 SHE I SEE ANCRNOTE 3, XWOOD BUCK TYP., 114'MAX) SEE ANCHOR SHT.1 21116,O.C..TYR SEE ANCHOR NOTE 3,SHT.1 SEF-ANCHORNOTE5SHT.1ANOTE 6 SHT.11/4'MXEXT, — I wir WN. 1 1lw4'MAAXQ ONCRETEriEXT. 2 1/16" A EDm' N!L 1316"M" CHARTO.C.,TYR TYP,2x WOOD BUCK F SHT.I TRACK L 2 1/16rDETAILE.2 TI N TYR, O.Q.TYP. ED,SEE CHART,SHT ISEEANCHORTyp. NOTE 3,SHT.I DETAIL F.3-TRACK FRAME SILL DIETAX G.2-TRACK FRAME-SILL MIODUCT OLVISEA CONCR WOOD INEALLATPO O.PP%ftg w"ANCHORTYP,CONCRETE IlNSTALWTK:)N cso SEE ANCHOR SEE ANCH)R NOTE i,SHT.I l'MINNOTE5SHT.1 2 1/16'O,C,TYP. ED. IS114-M ONCRETE Typ: r I 31W MR XT. SEE CHART SHT.I EXT.E 2 1/16" WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,SHT.IO.C..TYP. SEE CHART,SHT.I DETAL 1.4-TRACK FRAMEHM DETAIL H 3-TRACK FRAME SILL WOOD INSTALLATION CONCRETE CONCF INSTALLATION 2x WOOD BUCK TYP., SEE CHART.SHT.I SEE NOTE 3,SHT.I WOOD ANCHOR TYP, SEE ANCHOR NOTE 2.SEEANCHORItNOTE5,SHT.I SHT.I 11,V MAX)SEE CHART SHT.I EXT. 1 3/8,MIN.xYNN At, 21!16'0. MINTyp EXT. 2 V16"O.CONCRETE ANCHOR TYP.,S=E ANCHOR NO E.D.,DETAIL 4-TRACK FRAME HW DETAIL K 4-TRACK FRAME SILL TYP. 140.r,5705 CON ETE INSTALLATION WQODIMTALLATION JJ- !A/11/1t TmsSHEET SIA'IF_C4'ANCHORAGE DETAILS 0B;F1%— Ncwo"a FL W75 slut if/fakv A PER cow two a=W20 SERIES 770 ALUMINUM SGD-LMl Noxows n31774 NTS 1 13 LYMN F-SCOT70 PGTIXV2 c CONCRETE ANCI IOR TYP.,SEE NOTE 1,SHT.I 2 1116"O.C.,T P. fCONCRETE SEE CHART SEE ANCHOR 11.4-MAX SHIM SHT.I NOTE 5,SHT.1 SEE CHART EXT 114"MAX.SHIM 2.04" MAX) 7 SEE CHART114SHT,I ISMCIiARTN SHT.1 SHT CONCRETE 21/16" 4- ANCHOR 2 1/16'4.031* MW.IN.O.c..TYF. TYP.,SEE 0 TYP.ANCHOREXT. 8 CHART.SKI - NOTE 1, O.C. 3-VSHT.1DETAILL.4-TRACK FRAME SILL A CL4 T LAT CONCRETE10N i_ u 'ERFORCORETEI pis~ !` M O.P.a a_R ANCHOR13M'MIN. I'MIN. TYP.SEE 1!4'MAX SHIM 13/8"MIN, ANCHOR NNRY ETAjL P.2-TRACK FRAME JAMB EXT. Iir MAX.l SHHAM CONCRETE INSTALLATION WOOD EXT. SHT.I ANCHOR WOOD71 SEE CHART WiT Typ..SEE 1.F il ANCHOR I iMIN.114'MAX.SHIM ANCHOR TYP..SEE , I iVIIANCHOR EXr. A I CONCRETE llNOTEZ21/16' DETAIL 0,4-TRACK FRAME SEE CHARTNOTE2. JAMB A14CHMSHTiD.C..TYP. CONCRETE INSTALLATION SHT.ISHT1 m-mw.TYP.,SEEZXWOODANCHORBUCK114"MAX.SHIM NOTE 1, SEE EXT. SHT.1 21h6"ANCHOR O.C.,TYP. 21116" NOTE 3, _DETAIL N 2-TRACK UfaSHT.I WOOD INSTALLA-nON ralla"cT"VowsO.C..TYP. am"161 WitWOOD I I-ld Is.i, ANCHOR 2X WOOD SUCKTYP-.SEE I SEE ANCHORANCHOR ASQMY DETAIL M,4-TRACK F f DETAIL21/16' NOTE 3.SHT.i I" WOOD IN E B NOTE 2, O.C..TYP. 3-TRACK FRAME JAM18 I.$INAL N WOOD FRANIJNG SHT_ICONCR E INSTALLATION P-HOOK MOUNTING ADAPT R 13.6"MW J SEE CHART.SHT,1 ANCHORS LOCATED MfD-SP P-HOOK MOUNTING ADAPTOR BETWEEN P- K ANCHORS LOCATED MID-SPAN INSTALLATION ANCDETAIL 0.3 TRACKFRAME JAMB BEEN P HOOK WOOD IINST-AUATION efINSTALLATION ANCHORS ONCRETE I MASONRY GROUTED BLOCK ONLY) 1"MIN I 3!4°MIN.SEE CHART. E.D. WOOD ANCHOR WE ANCHOR NOTE 2,SHT.1. 2.693"IV K ANCHOR QTY.FROM TABLES EXr. SEE ANCHOR NOTE 2,SHT.1. LYNN 41/ EXT.1-3,SHTS.7-9 PERTAIN To ANCHOR CITY.FROM TABLES THIS ANCHOR LOCATION, I-3,SKTS.7-%PERfPMTo DETAIL Sjp_HOoK 2.693'MIN. THIS ANCHOR LOCATION.Z *: Nc.58705rOODINSTAlATIONDETAILT,P-HOOK z 7 tCONCRETEINSTALLATIONIA;;,-- rtj61/11 c NO Q ANGE THIS SHEET 101, 1 . STATE OF All PEJ? vla*,m MMEWS 1070YECHNOLOGYMM ANCHORAGE IIETAJL.S AVOKOMM FL V_ir sic PER da LVO WE cowwmm P.D.Bqx 1= SERIES 770 ALUMINUM SGO-LMI S/ONAI AiQKVA4M IL 34W 1=70 14 -23 PGT0002 pC WOOD FRAMING 1 318'MIN. P-HOOK MOUNTING ADAPTOR SEE CHART,SHT.1 ONCRETE 1MASONRY P-HOOK MOUNTIN ANCHORS LOCATED MID-SPAN I GROUTED BLOCK ONLY) ADAPTOR ANCHORBETWEEN P-HOOK f LOCATED MIO-SP i' :•:; ;:a. .. ...:r:t,,".a. BETWEEN P-H r`-- INSTALLATION ANCHORS i r;'_' INSTALLATION ANCHOF 3 SEE CHART, 1- 314'MIN.1 M 1 1!4MIN.3f:SHT.1 I1 WOOD ANCHOR SEE ANCHOR NOTE 2,SHT.1. SEE ANCHORNOTE 2,SHT.i. ANCHOR QTY.FROM TABLES ANCHOR DTY.FROM TABLES 1-3,SHTS.7-9 PERTAIN TO 1-3,SHTS.7-9-PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.693'MIN. 2.693'MIN. DI MM P-HOOK FOR BOX RISER DETAIL NN,P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION ati.Ui7[iEvt l DETAIL'N',SHT.18, ANCHORAGE DETAILS W PH SMS M. It io 1 Ia} 11 Ir---- _ rr==- --__I - SHT.13 PANEL CORNER tl4tlrt141tr •'z_ ISItic--—-ISI --I -- n DETAILL I, •PANEL a P PANEL PANEL111TYPEtlaPEITYPETYPE AS' K'11 1 tl U 1 I I T E t tl' I ETAIL'EE%SHT.19, 8 X 1.W ANCHORAGE DETAILS?v PH SMS(OPTIONAL) P',SHT.14IIuI1u SEE NOTE IIu I tl 1 I 3,SHT.IIu Itl If 16 DETAIL'BB',SHT.19I`t utl 1 Irt ns I11 '----••-_ _, __.•=a I - r 5 .EXT. DETAIi.'KK',SHT.20 DLO WIDTH=NOM.PANEL IDTH-7' A-DETAIL'U',SHT.18, DLO HEIGHT=NOM.PANEI HEIGHT-825 ANCHORAGE DETAILS'E' A'G',SHT.13 551ta1f 11 XX-90° CORNER-XX 2 TRACK INSIDE 90°CORNER INT. , FRAME CORNER p.y SEE APPLICAS E ASTRAGAL&INTERLOCK PER DP TABLES DETAIL HORIZONTAL SECTION B-B a 11 1I LLQ J.J. 10/11!71 C NO 4WJVGE THIS SHEET ice" A SSoEol r te 1070 rECAMOLOCYDAW ANCHORAGE DETAILS/EXAMPLE ELEVATIONr oa oP 'SMC Oymo a PER vAm COAtl61FMrs MKOMIS,FL 34273 Tilt s,c °itiling A Pea LKOECOMAW n P-0.Box SERIES 770 ALUMINUM SGD-LMI 1115115nrawlBfCoOnn.e! Cal. NOH014Ii n 34271 s' SGD7? S. N Jon' A.LYNN IMCLER,P.ESMOBA75ro9scnrmNTS1523PG7T1002Ca.e usegos u W N w J a f 0 a U) 07. 11,0:11, n" g1C' z z4 SO afull f z02 w n r Ed 10 Ed ul a.rA LU CL P QOjC Q jUJ'tlut ju NUJ.If JQ- D 1 Q1= uY Z O I w m pQ OrfoX U, q C c xF g z L2 w YL Y z u' V0. uj R 2 u=+- cv yn m a y a yea. a ^ u'fwa aW SOF- Qx V vi ` z=ao iii a iN a . i0 LU wW 0 e 1 --IRV12dQ0. "^ -----__ Y z wFI ti 1 4 Si] 1 CL O LLf- `-w3 e M Of e Q () uj ca F- F.0 ave 4UlLU Lu LLI z x 15X d QOp \ 4x U ow 4x x wIL d o EE 4 y w C, 4uji t. IHzr W a O j na LU W06 ;t CL oan LL Ulr- zOw 0 dw 4 6 PANEL LETTER PANEL LETTER S,VVGL FIXED NOTE: INTERLD1 K LOCKSTILE aj LOCKSTME ASTRACAr- 1.SEE DP TABL7FOR f°°xun w PANEL WIDTH& R FIXED SINGLE APPLICABLE ASTRAGAL&LOCKST WTERLOCK LOCKSTILE SINGLE INTERLOCKS.WTERLOCK FIXED Iaorarrl OUT LOCKSTlfECS IiE SINGLE ASTRA FIXED rawrnvl W LOCKSITLE SC INTERLOCK SINGLE CORNER RECEIVER FIXED recuoun cOClcsrlL BOUT Qi7 COIR SwGLF INTERIOR LOCKS 11Z INTERLOCK ALL PANEL TYPES)SFIXED AS mm" LOCKS ,^ TRA(aAL f'SINGLE C c . EXTERIOR IN INTERLOCK ME V/ LSINGLE CORNERewxan, INTERLOC C1 SINGLEA1./ RECEIVER WTEial.00K LRS SINGLE fff"am OUT WTERLOCK SA Wry COINER I RIVER Iv AST SINGLE lecxouq IN INTERLOCK Cj CORNER SINGLERLLOCIGgTJLEOCKCSINGLE IBaxnq W'IPRL ASTRAGAL IN 1C SINGLE NJTFI2LOCK L TALE rAw&vC-PF.BVtl" S SINGLE m 6i1w JNTERL ev LrER OCK Cf. RSINGLE EQ FIXED 4 l . q- LOCKSTYE tt t 5 F WTNIGLE SIAKLE NVTERLOCOC F^ FIXED CORNER sa.w RaiY'L LOCKW r: SINGLE SINTERLOCKINTERLOCK R JNSINGLE FIXEDTERLOC/C FIXED LOE Il! SINGLE WTERLOCK LOCKSTfI E RRFIXEDLOCKSW SINGLE INTERLOCK ASTRAGAL IeoKOM OUT LOCKSTJLE L ASTRAGAL Igpx" IN LOCKSIXE A{q SINGLE INTERLOCK LOCKSTILE LIIIIIIfI DLOCKSTJLESINGLE WTERLOCK a• GENSE . a! Qom': k -, LOCK6STILE ASTJLtGy R No.5g745 Isox01 OUT CAmyaN!!/! Jwnnb— J.J. NO NGE TMJS SHEET it II U`' romTECHVM()GroRlvB PANEL TYPES StlasE# 2 NDJM"m FL Jsv3 OA` a `ter+ r`°E ^7s po-Box IF= SERIES 770_A1 UM/NU1V1 SGD-LM!SS/Q(A;a QB+p g Ry4 WOk1LS F! A.LYHII Mu I FR P.E.scD>TD NTS •17 s 23 rr PGTOOQ2 C I!-#Was SILL RISERS OPTIONS 24 23 a EXTERIOR INTERIOR 214 ALL VERT.SECTIONS) - ts 4.(155" 2 2-555" 3.305° 112 1S8T' EXT- EXT. EXT. EXT Qj 45 52 51X 1 53LUSHBOXSILLRISERLOWBOXSILLRISERMEDIUMBOXSILLRISERHIGHBOXSILLRISER h.,=, 25 DETAIL'LL'SCREEN22ATHEAD 20 18 3.305' 4.055' 1.587' 2.555' DETAIL'MM'SCREEN r. EXT. EXT. EXT. AT SILL LUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL.RISER f 2WLTV7=YJS" To em"dow.aanow%0-ft eee 1 i , L 4 -Z 4fe7ifal.e Oaar 21 ! l 4 I 113 5 09113 113 55 1 uti 11ds 91>.r' 69 EXT.EXT. EXT. DETAIL DETAIL XFIXEDPANELFIXEDPANEL FIXED PANEL DETAfL'Z' SHOWN SHOWN SHOWN 88 60 69 T 72 OR 7372 OR 73 EXT.EXT. va ii rrTl RZ 7H113t111rlrl 113 5 113 LYNN AU( F,'i55Q DETAIL' Na yg71)5 DETAIL W DETAIL'Y' pJ.J. 14/11!11 C I NO C tANGE THISSHEET 4— A gTAi15 O tom i VERTICAL SECTION DETAILS F pASp?• sntc of vsnn a oER nt oauecomeet arsAd.d. PER 4ADE CGY.tAfENTS P.O.BOX tSZB SERIES 770 ALUMINUM SGD-LMIShIGfYfbD4 co.ner- Dah aoawer. axr. MOKOW.A 3427s ewtdhrr sa 9.s c.;ans w.SAtC vCfA?5ro9 RA SG077Y NTS 18 +23 ALPGTOD02C PAA$8705 P.E. 0 DETAIL OR 61 103 7t3BO OR 61 113 DET ILCC' 5 STANDAR ASTRAGAL HEAVY DUTYASTRAGAL 60 OR61 5 AND TILES AND STILES fit t11 83 BO OR61 1d 103 113 6 17 DETAIL'Il' 80 OR61 113 108 1 DETAIL`HH' AT MIDSPAN DETAIL'FP(FIXED PANEL) 103 113 18 15 DETAIL'S DETAIL'EE' 6 112 OCT mav0 mpf qvi0hnM FktafO624028Od. 51 fin. 1-101 .X jL s3 1.&_ B32T OR 61 1io0aO war . 60 OR61 29 17 5 DETAIL'W SCREEN 85 AT JAMB 111 52 113 108 1 DETAIL'LL' AT MIDSPAN 28 DETAIL'DD'(FIXED PANEL) 80 OR 5127I26 50 OR 61 29 4 INTERIOR 85 ALL HORR-SECTIONS) 111 ID EXTERIOR k106ATMtDSPANDETAIL'AA' 62 Q2. 58745DETAIL'GG'(FIXED PANEL) No ITEM 61 SHOWN,ITEM 50ALSO APPI ICASLE,SEE TABLES 1-3, SHTS.7-9 FOR DP(PSF)ASSOCIATED VAT14 STILE l- I oflErtilt 4: e. 617/11 C ND GE MS SHEET i°P"0 A SSA Z. 107D TECfiNOlOGYDays HORIZONTAL SECTION DETAILS t+•'•.,FLORIO •' `SMC Q1A151tQ 8 PER N RADE COMMENTS t wxmo.=L w73 nis FSAhff . qTra,rE SERIES 770 ALUMINUM SGD-LMI V 5"DuffvD9 A PER PAM A4LIECOMMFMS P.R80XTsm S Of NALObamey, Wti piecMdO tAh.• ft31271 arroc Saar Dk P+v i/r Wr A LYNN MILLER.PE.SARC scnn0 NTS 19 23 PGT0002 C P EJt 58705 5 61 113 118 7 11 113 103 4U14 NrT—fitR I--- D120 IXTERIOR EXTERIOR iNTER10R ritppiJLT FiBVtti6D 10 a a.Rsi4'b9 a.i R•u G1 mss, _ib 'J't k 14 113 WE118 11 7 i13 03 119 5 DETAIL 'JJ' DETAIL 'KK'tN. A4/L F',90° OUTSIDE CORNER, 2-TRACK SHOWN) 900 INSIDE CORNER, 2 TRACK SHOWN) as se7 J.J. lwl IIII C NO CHMGE THfS SHEET w" jJ SSPTE ; 2` 0 R 342TW75, E HORIZONTAL SECTION DETAILS CORNERS -O, •.• o.QA i7lb: rawm,. FSSJONPti suc +vises A PPR Awa4DECOA*&VTS P.O.I= SERIES TTO ALUMINUM SGD-LJN! i,iI i t0—ar D aac NOMMLI.FL3U74 wr rt 7 J'ar'.ae A.LYNN4"I I P.E.sM o"509 raw SGDTM NTS 20 a 23 PGT0002 c P-E.2SMS iTEM PGT Drg.x PGT lr Descriplron REM PGTDAp.Of PGL-1 17306 617306 2-TRACH HEAD 17325 617325 PANEL STILE2173M817303TRACKHEADVIrMT}i SCREEN RAIL 61 17326 6tT3$ PANEL Z5JLE{HEAVY.DUTY)3 17309 817309 3TRACKMAD 62 17327 677327 INTF.RLOCKAOAPTOR417312617312 -4-TRACK MAD 63 1225 6TPZ48 VINYL BULB WSTP..THN(INSIDE INTERLOCK)5 17314 617317 FRAME SCREW COVER 54 1729 71729 SILL EtaWEATHERSTRIP PAD617317617317FRAMEHEA (JAMS ADDON M 17328 617328 INTERLOCK SCREW COVER7173046173D42-TRACK SILL 67 17329 1 617329 ASTRAGALB173016173D12-TRACK SILL WITH SCREEN RAIL Be 17339 617339 MAW DUTY ASTRAGAL9173075173073-TRACK SILL 69 17327 617324 TOP d BOTTOM RAIL10173108773104-TRACK SILL 70 17350 417350 V4EAl11ERSTRIp EXSENSIOId pNJEC710N AAOLpEO}11 17313 617313 FRAME S1LI TRACK INSE 71 1895 71895 1 SIT Xf"X 3M4"HKiH FM SEAL OUST PLUGS1217315817315FRAMESILLSCREENAIXION72815376153XTANDEMST.STL BOLTERASSY.13 17316 617316 FRAME SILL SCREEN ENO ADD-ON 73 8153 79153N TANDEM NYLONROLLER ASSY.14 17305 617305 2-TRACK JAMB 74 SILICONE DOW8990R 9951517302 617302p JAMB WITH SCREEN RAIL 75 8185 781890 GEMINI MORTICE 3-PLY(DUAL LOCK WILONG TRM4 PLATEJ617308617308JAMB7871MMFPFX #1032X1'FL.SS SCREWW1 TYPE"F"TTP1711311617311JAMS7771032391032STEEL2ICUNUi1817322617322ER-0 78 17358 817358 3/16 d OGEE BEAD HORIZONTAL1917319617319ER-0 HOLLOW 79 17351 817357 T IO BEAD HORMWAL2017321817321ER-LOW FLAT 8o 17388 817399 7118 BEAD HOROMIAL2117318817318SILLRISER-LOW HOLLOW W 17380 61738 8x16 BEAD HORWMTAL22J7356817355SILLRISER-MEDFLAT 81 1224 6TP277K VINYL BIR$WEATHERSTRIP23Yr354817354ILLRISER-MED HOLLOW 83 IGTAPE 1127(1!76"SRJGLE SIDE ADHESNE TAPEFOR IG BEAD2417320617320SILLRISER-HIGH HOLLOW 25 1 17323 617323 SRL RISER-MGH FLAT 100 W52 4 M ROLLERAD.L}IDLE PLUG26173M617333POCKETDOORPOK10172087 ,}AMS BUMPER27707D57D70NEOPRENEBULBWSTPFORP-Hoax 102 1696 716% DUSTPLUG2517334617334POCKETDOORP-HOOK MOUNT 103 "m 7B186X 1"KEEPER koDOCr BLVffiG8 20 17335 817335 P{OOK COVER 104 853 75OKEEP SCREEN LOCK KEEPER la 30 17348 817348 POCKET DOOR P-HOOK FOR BOX RISER 106 17344 817347 FDD:p PANEL CLP-6'LONG C.& 11-16 l$ OPTIONAL PARTS{NOT SHOWN IN GRAVYINGy 106 17352 617352 EXTERIOR FDED PA ELRETAINER -u—`40 7319 812256 SCBEEN SIDE RAIL-LOCKSTBF 107 1739 71739 FWNDLS KIT-MEMOR RAGED 1M MTHUMB TURN Lla q Inti C417LOCKWGSILSCREENLOCKSET108144D71740HANDLEKIT-RAISED MERIOR HANDLE fto4271818SCREENKEEPERSPACERSET1091731781625NHANDLEKIT-RECESSED INTERIDR WITH THUMB TURN43515168152SCREENNTERLOCKADAPTER110173278178HANDLEKIT-RECESSED EXTEROR PULL44442864428SCREENOOUBLEINTERLOCK111710X34PPSDAX#10X34'PH.PN.TEK-S.S.45 4317 6122% SCREEN TOP RAL, 112 1235 87418 270X.170-FNSEAL454318612257SCREENBOTTOMRAI. 113 1712 64066 .187 X.230 FINSEAL47w87SRAZSTANDARDROLLER114710X115PPX810Xt1IT488897SRAXSTANDARDROLLER-ST.SIL. 115 71WPT 0X 1"49 4344 54344 SCREEN ASTRAGAL 115 720X7X 014-20 X1'S1.STL5D17349617349O)q SCREEN ASTRAGAL ADAPTER 117 720XI12X 20 X1.5"ST.STL5116TI261692SCREENSPLINE-•165 119 17336 617335 OOfi7ERRECEIVER521694Bit" ISCREEN SPLINE-,150 119 17337 617337 OUrMDE CORNER ASTRAGAL53 f!F BLOCK 120 7/338 8117338 —Mxk ODRNERASTRAGAL541725BLOCK ss 1776 LOCK t111IIr1202GLASS7M18(AMINATED HT-HTPVB 210 GLASS LAMNA7EDIG 3M16T•7716 LAMINATED HfJif PVB Y 1Wl(203 GLASS 8 LAMINATED HTaiT PVB 211 GLASS LAMMTED0114T-7N6LAtANATEDHT RPVB O.yEyy$F 20d GLASS 7116 ULMINATED HTa{TSGp 212 GLASS LAMNATED IG3M16T-7It6 LAMINATED HT4NT SGP265GLASS9176LAMINATEDHT4iTSGP213rt2:' GLAS5 LAMINATED Ki 1147-7115LAMINATED HGHT SGP 458105 NOTE:ALL ALUMINUM=6063-T6 tot+ {i : Luzro..sar 1&71/11 of 2,J.J. C NO CHANGE7?HSSHEET F fMTEChWOLOGYDRNE PARTS LIST S A 6 P -l'O F.. FLORID.-C?:SM OLCLvta >1 PSRMMM7L140ENaDM/AEN75 ex wr w7u,- sr4o IbAVW A PERMKWDA17ECawjLrNTs P0.8Wf1579 SERIES 770 ALUMINUM SGO-CMI ar- om 5 er oas: NOHO,M.FIL34Y7 r«' r!I +7P.E.OBA75D9 arA mDT7V NT$ 21 r 23 -pT0002aC A L P,E.5656705 I C01.71.1e° aI`------ l 0.80.080"s" 1.oso" t.003"0.062.1, 0.325"10.774" 0.75x. 1.88P O.D62'0,28 0.709"162"0264" 0050" 0.757" 11 INTERLOCK SCREWCOVER FRAME SCREW 0.080" 0.050'j J 1.734" 5) MAT'L 6063 T6R GLAZING BEAD(SINGLE)SILL TRACK GLAZING BEA f.G.1 FIXED PANEL CUP I FIXED PANEL RETAIN R INTERLOCK65) MATL:6063-T6 78) MATL:6063-T6 ill)MAT'L:6063-T6 (79)MAT'L:6063-T6 (105)MATL:6063-T6 3979" 106)MAT'L:8083-T6 (62)MATT:6063-T6 3.802"3.979" 0.752" 2.304" 0.233" j01)6r 1.183" 0.885' 0.075" 1.645" 0.075' 1.645'0.796" 0.062" P-HOOK SCREW COVER 29) R+IATL:6063-T6 0.080" P-HO MOUNTING ADAPTOR 0.125"" 0.281" 8)MAIL:6063-T6 P-HOOK FOR BOX RISER3.802" 30) MAT'L:6063-TS STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL 4 4.125" 60(67)MATL83-TS 68)MATT:-6063-T6 4 Ll 4° 574' 0.075" 0.062" 1.6' 133" kUDVCT RZYLM &1,304` P-HOOK 1 w .0ie p26)MATT:6063-T6 I 3.125" --- -L F+----- 325" STANDAF2DSTILE 3.125"TOPBOTTOM BOTTOM RAIL 60 MATL:6083-T6 69)MAIL:6063-T6 1.872"[+( )0232 HEAVY DUTY STILE I1 61)MATT:6063-T6 0.750" 0.750" 0.06 1.019"D.062' 1.467'F SCREEPi STILE 0.232" 40 MA0.062° 0. TL.6063-T6062" 0.062" -+IFy-- 0.750" FLUSH FLAT SILL RISER 0,232" 18)MAT'L:6063-T6 0.232"0.067 o.sos" 4.055" 3.305" 3.955' 2•555" 0.062" 2.455" j 3.205`T 1.567" ttiirr 04N Alt, I Ile INIts E 0.062" -H- 0. --tet+- H B 2" 0.062" --IIS-- 58705IGHOXSILLRISERMEDIUMBOXSILLRISERLOWBOXSILLRISERNoFLUSHt30XLOWFLATSILLMED. T ISRISERRISERFLASILL RISER HIGH FLAT SILL RISER24)MAT'L:6063-T6 (23)MAIL:6083-T6 21)MArL-8063-T6 (19)MATE-8063-T6 (20)MATL:6083-T6 (22)MAT'L:6063.76 (25)MArL•6063-T6 -Lu pie." T,nTEO! `ZJJ1d11111MCr NO CHANGE TM SFfEikT r opo TECHVOco&wo, EXTRUSIONS A s P FL Q rtoa M... see T .......•' ,, svc +v+moo A PE+QMMY MMccnvAE m P.O.emIWIF SERIES TTO ALUMINUM SGO-LM! oue.a IYOROE11t9;FL34274 a-+-Attar w.rt e,..A a." A LYNiJ MILESM0&D5A9 ruv - SGD?m f11TS 22 +2.'PGT=2 C A.E xLa706 5.069" 8.562' y t.36"I 1.36" LL1. 045" 1 x-- 1.505" d_T 1-- i1, 211' CN I I 1.99 0.062" a.aa1° 0.081" 0.080° SCREEN TOP RAIL 0.08i"2-TRACK HEAD 4-TRACT(SILL 45)MAIL:6063-T6 1) ATIuL6063-T'6 10)MATL:8083-T6 6.198" 6.526" 6.198" 5.0 " 1.211` t''d.87S" 0.081"0.080" 1 3-TRACK SILL 0.062" 2-TRACK HEAD W/SCREEN TRACK 9)MAIL:6063-T6 SCREEN BTM.RAIL 2)MATL:8063-T6 46)MATL:6063-T6 2-TRACK JAMB6.221" 14)MATL•6063-T67.105" 2-TRACK JAMB W/ 505• SCREEN TRACK1. j 1.36" 1S)MATL:6063-T6 TT I JTFT-1-2,11 0.081" O a2-TRACK SILL Wl SCREEN TRACK 1.36" 3-TRACK HEAD 8)MATL:6063-Te r146DUC7 RHVl16JS9 083)MATL 6063 TG 0. 1" @.e."W"okb a*R 6 wwa sc"4.49" w..wa.darrl. {I-to I•1 9.142" 1.505" t@eait a6e 1.211"7.105' 0.080" 2-TRACK SILL 7)MATL:6063-T6 4-7RACK HEAD 0.081" 9.141" 4)MATL:6063-T6 1.07 5.621'4" 2.A2-822A 1 1.498" 0.133" 80" 4" lLIJI;i, IN INSIDE CORNER ASTRAGAL 5.621" 3-TRACK JAMB CN ..... /Cc•, 120) MATL:6083-T6 OJTSIDECORNERASTRAGAL 16)MAl"L:6063-T6 P: ttCENSF •, n, 119) MATT:6063-T6 No.58705CORNERRECEIVER4-TRACK JAMB118) MATL:6063-T6 17)MATL:6063.76 - U- .---_ J.J. fW11/11 C NO CHAIVGaMS SH= ie`0 STATE OF e.." . f fmTEcWmOGYDRW EXTRUSIONS ftoRtDP. nroxo,us FL 37)5 s" SSS/OfVAL G SERIFS 770 ALUMINUM SGD-LMI91C11fSOM9AP&idMM1DAOEC0A4dE1V7s P.O.8OX 15" r,tixasr •"r- soar I! t: t • ``cebr oen' NOKcros.FL3U73 A.LYNN vILER•P.E.O9b4ID9 R.1t SGO srioNTS23 23 PG7i70 C P.E.B 5B70.K xxaa limlamg Loae unime http://www.tloridabWlding.org/pr/pr app_gtl.aspxYparam—w(EVXQ... 3 d ZL., +- n. ^r=•".a.Y. 'f n. 'F" h' A'I - - 1 Florida Qepadmentof BCIS Home Log In { User Registration HotTopics Submit Surcharge { Stats&Facts Publications FBC Staff BCIS Site Map I Links Search Busines a lJalProduct ApprovalProfessiUSER:Pubic User Regulation L JRI 1.Jf11RA:l IIIIII JIRI Product Aooroval Menu>Product orAoplicatlon Search>ApOcatlon List>AppEgtion DetaEY7lIC1YILtiYI:YCIYIi FL# FL2773-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived r Product Manufacturer KD Manufacturing Address/Phone/Email 1720 Main St NE Unit 1 Palm Bay,FL 32905 321)409-2900 Aarongallagher428@yahoo.com Authorized Signature Aaron Gallagher Aarongailagher428@yahoo.com Technical Representative PTC Product Design Group Address/Phone/Emall PO Box 520775 Longwood,FL 32752 321)690-1788 Info@ptc-corp.com Quality Assurance Representative Aaron Gallagher Address/Phone/Email 1720 Main St. NE Unit 1 Palm Bay,FL 32905 321)409-2900 aarongailagher428@yahoo.com Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert 3.Amoruso the Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By Rene].Quiroga,PE F Validation Checklist-Hardcopy Received Certificate of Independence FL2773 R3 COI Cofl 1316 Revl 412-0104 KDM0001 odf Referenced Standard and Year(of Standard)Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 f2 4/10/2012 12:31 PM viAua lJuiiuiur,wuo l-Liuic Ilup:iiwww.uorlaaDwiaing.orgipripr app aii.aspKtparam--w r vAy... Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL2773 R3 Eauly CofE 1316 Revl 412-0104 KDM0001 Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/21/2012 Date Validated 02/23/2012 Date Pending FBC Approval 02/28/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 2773.1 KD STORM PANEL Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL2773 R3 II KDM0001 RevB.pdf Approved for use outside HVHZ:Yes Verified By: Robert].Amoruso, P.E.FL License No.49752ImpactResistant:Yes Created by Independent Third Party:YesDesignPressure: N/A Evaluation Reports Other: Please see page 6 for design pressure ratings. FL2773 R3 AE PER 1316 Rev1 412-0104 KDM0001,pdf FL2773 R3 AE QUA1841.pdf Created by Independent Third Party:Yes Back Next Contact Lis::1940 North Monroe Street Tallahane e FL 42ju Phone:8S0-487-1824 The State of Florida Is an AA/EEo employer.Copyright 2007-2010 Stara of Florida.::Privacy Stagy tp,m not::AccessIblib statementnt::Refund Statement Under Florida law,e-mall addresses are public records.If you do not want your a-malladdress released in response to a public-records request,do notsend electronic mail to this entity.Instead,contact the office by phone or by traditional mail.V you haveany questions regarding DSPWs ADA web accessibilty,pleasecontactourWebMasteratwebmaster(bdhnrntatg N ns. Product Approval Accepts: a fv.,dyau' trucvrt it Ft 6 f2 4/10/2012 12:31 PM RD MANUFACTURING 0 IMPACT A19 STORM PANEL STMLUITON"CSOJUGEDETAMS e3 a0 GENERALNOTES: INSTALLATIONNOTES: 1.THIS PRODUCTIS DESIGNED TOCOMPLY WITHTHE2007 6.THE IMPACTPROTECTIVE SYSTEM SHALLBEINSTALLED I.SEE A1,1di SCHEDULEON SHEET6OF 6 FOR 4.FORCONCRETE BLOCK APPLICATIONS,00NOTFLORIDABUILDINGCODE(TBC)REDESIGMENIS,WIND WAMANNER N COMPLETELY COVERTHE ENTIRE ALLOWED FASTENERSAND APPLICABLEEMBEDMENT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. g mZONE4,MISSILELEVELD•ATTHE DESIGN PRESSURE(S)E(S) FENESTRATION(WALLOPENING)INALL DIRF TIONS.AND EDGE DISTANCES.STATED HEREIN.THE PRODUCT DETAILS CONTAINED 5.INSTALLATION ANCHORS SHALLBE INSTALLED IN 2 p OHEREINAREBASEDUPONSIGNEDANDSEALEDTEST7.WHEN INSTALLEDAS INDICATED,THE PRODUCT HEREINIS 2,INSTALLATION ANCHORS SHALL BE3 INCHES FROM ACCORDANCE WITHANCHOR MANUFACTURERS O o xREPORT# NDLNC C 022COI ANDND ATLNC 0C022.04 DATED CONSIDEREDANON-POROUS IMPACTPROTECTIVE TRACKEDGE,12 INCHES MAXIMUMON CENTER. INSTALLATION INSTRUCTIONSANDANCHORS SHALL NOT Q Ly DATED4, AND ATLNC ASSOCIATED 1-OBAND BORA ORY STAMPED SYSTEM AND WHEN USEDOUTSIDE THE PROTECTED NO BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN n nDATED0224100ANDASSOCWTEOLABORATORYSTAMPEDMINIMUMSEPARATIONFROMTHEPROTECTED3.DRAWINGS. FENESTRATION ASSEMBLY IS REQUIRED.HOWEVER•THE MINIMUM EDGE DISTANCEAND EMBEDMENTEXCLUDE THE MINIMUM STRENGTH SPECIFIED BYTHEANCHOR 7 MANUFACTURER SUGGESTSAMINIMUM SEPARATION WALL FINISHES(INCLUDINGBUTNOT LIMITTO MANUFACTURER.t ED STUCCO FOAM,BRICKVENEER AND SIDING). Z Wm2ADEQUACYOFTHEEXISTINGSTRUCTURALCONCRETE/ INCH. O M bo 2°DMASONRYAND2XFRAMINGASAMAINWINDFORCE6.INSTALLATION ANCHOR COMPACITTES FORPRODUCTS W w 4' O o RESISTING SYSTEM CAPABLEOF WITHSTANDINGAND THE PRODUCTDESCRIBED HEREIN IS DESIGNEDFOR USE HEREIN ARE BASED ONSUBSTRATE MATERIALSWITHTHE Z'%m O N 2FOLLOWINGPROPERTIESTRANSFERRINGAPPLIEDPRODUCTLOADSTnTHEASAFENESTRATIONPROTECTIONDEVICEDURINGW<Ji p0STRUCTUREISTHERESPONSIBILITYOFTHEENGINEERORPERIODSOFHIGHWINDS.THESTORMPANELIS A WOOD-MINIMUM SPECEICORAVffY IS 0.42. 1-ARCHITECTOFRECORD. TEMPORARY AND REMOVABLEAND NOT INTENDEDTO BE QQ FAPERMANENTPARTOFTHESTRUCTURE(ALTHOUGH THE B.CONCRETE-MINIMUM COMPRESSIVESTRENGTH OF <Z Y3.PANEL MATERIAL'01M 3105.414ALUMINUM ALLOY OR24 INSTALLATION ANCHORS SHALL REMAIN APERMANENT 2000pal ANDCOMPLIESWITHACI 301•ACI 318-05 f H GA.(0.023'MIN.)STEEL WITH Fy=53 KSIAFTER ROLLING, - PARTOFTHE STRUCTURE} ANDACI 355.SEEANCHORSCHEDULE FOR DETAILS O a<FC.MASONRY STRENGTH COMFORMANCE TO ASTM Yo o-N oaNG WITH ASTM OMI STRUCTURAL QUALITY STEEL. C•BOMIDACI 530-05,GRADE N.TYPE 1(OR E aGRADECMIN.WffH AGOONDN.COATING OFGALVANIZED 9.MAXIMUM PANEL Ste:SEECHARTS ON SHEETS. GREATER) geSTEEL 9 10.PANELSMAY BE MOUNTED HORIZONTALLY,WHERE BR 4.ALL BOLTSANDWASHERSSHALL BE GALVANIZED OR APPLICABLE wZ 3STAINLESSSTEELWffHAMINIMUMTENSILESTRENGTHOFIV,60 K.S.I. 11.THE DRAWINGSECTIONS HEREIN DEPICT7YPICAL CONCRETE IMASONRY AND WOOD INSTALLATION5.ATLEASTONEWARNING NOTEPER OPENING MAY BE ANCHORAGE CONNECTIONS.THESEDETAILSMAYBEPLACEDINACONSPICUOUSLOCATIONONTHEPANELUSEDINTERCHANGEABLYASFIELDCONDTIIONSDICTATE.SYSTEM ADVISINGTHE HOMEOWNEROR TENANTTHATTHE PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALLPANELSAND FASTENERSAREINSTALLED AS t)-SHOWN HEREINAND WARN INSTALLER INTHE SAME R MANNER THAT HANDLING PANEL WITHOUT PROTECTIVE 8 y IGLOVESCOULDCAUSEINJURY. ONE FASTENERwREMV*D AT g2JAPPRO%WTE @ v S yORD-POW OF LAPWv J001T,SEE PANEL LAP U DEEM.ON SHMr 3 0 o y n DESIGNPRESSURERATING(PSF) Into V D AS FDUOAM 24 Gka N911N1STEEL6RFATER11UN1Z SEECHARTS ON SHEET8 W 114•AND M05W Wi9 ALUM M GRFAIER Ex. THAN 120' Of TABLE OF CONTENTS uJ SHEET REV.SHEET DESCRIPTION 1 GENERAL&INSTALLATION NOTES&ELEVATION 2 VERTICAL SECTIONS 3 VERTICAL SECTIONS 4 VERTICAL&HORIZONTALSECTIONS 5 COMPONENTS 6 - CHARTS&EGRESSDETAIL ELEVATION Rl s w s§yI..I w pA 1, • A h C d4 lig s• o ''ti' c i'{ t..;. S wv PANEL LDKXNjIIng[SGiWtq SEE 501SWA 0 0 n n€ w w ms 0 rr C. Q r HI b ti'1yi O PANELsttxlmu9 r V fi•' w 11iw Nfi z MAXLDWN x 0 n pm n laimme RI Bppq Nm• 4 w MAski n dd tc" fit :s S CA73 1 x!' s•C.'d }S f§•...t :S t-1 A lY7Y 0 o z 1 PANEL IOw1X S ttgy,stE txlwalaq NO PANEL LIDNm N 333A sad s0Qn€ n€ PROistTim--0106 KD MANUFACTURING APPROVED BV: DATE: RobotJ.-A imo.o 1720 MAIN STREET NE,UNIT 1 ROBERTAMORLISO 02!26109 F1odd.O.E.H..3?I57 PALM BAY FL 32905 IMPACT KD STORM PANEL J Q PREPARED W. VERTICAL SECTIONS yrV1'I NRAxN BY: OATP. SMC 02/2509 PTC.LLC SCALE oMWNGNtr. 1535 N.Co9'wep 9bee,Su",e Ce5M0001Rakled".Fbdda 3215% PBNnA 311.890.1726 2 OF 6 Ne.N DESCRIPTION OATH BYPepefa.4•werAwwnralm No.ls9ss fez 2zt.e92a7'9 psi t'. i• n O3z Oy A h Inar-IO z N l loxm 08 gg 4$ JJ3 3'++ u' Sad y K Z 199 YPAxRwauM91xaI' (sxE soaautO ZO 00 CoP HIM w(s P.So IfMGIN z n A Z n PROJECT W3o"lo8 KO MANUFACTURING APPROVED BY: DATE aoaon.Amonmo 1720 MAIN STREET NE,UNIT 1 ROBERTAMORUSO py28i99 Flows P.E.No.40762 PALM BAY,FL 32905 t IMPACT KDSTORM PANEL w VERTICAL SECTIONS A, 71V PRVVM Br m—ar oAn: SMC 02/26/09 PTC,LLC• scut oRAwneNC 7533 N.Co0owe8 3traeC8u8e 026 N.T.S. KDM0001Rockkdpa,Flodda 32965 PIC,uC FBPECexMkakWAVMalnlbnNo.x5976 fn+3xiw17aa RH! SMeei: 3 OF 6 REV oeaCRIPTIoN DAR 6Y r i, I. iijPii!NIT ff ii f"j°.: I'.Ni.l,+d5yt1i!i:!; i,Nkk'.Da";: ii;i.is2i"r' yt, r! Rl: filiii, t r.[ ii.0; Iti• i,,! i: R' lai{!;.It!y fu' ifU':1!lijrr n!noiiaEl„ fl! Gyt!ir:.1 n d' r p H lildl .d. a ns• r+, x I.il.Ijn Clip,,...... No Z INV x NscmmmmuNELIENOTN a d' z s H Is PNS IFIr4L5oEpE4 H VARIES DEPENDING QONHEAD& SILL CONDITION Fa O i N jllij x 1O y III,Ii,I,.hlIfi01 I!r.!.• p W ro a r irAlr, C]Vi sgi Br CC// t is : Z 0 A h z aR z NVI PN0.IOIGiM W lV c a JJJJJCCCCC VARIES DEPENDING ON jrityHEAD&SILL CONDMON t+: tit I Ilnol:. y In ay fl7ilfit!pi Ifnii r' E. o II:i!gi;;.`!11!!i!I!!tj ikl• o Q W i!y ii:x4, n 0 Nit;iinly A til l l ^a IC+1111!1!1;°iii!ippNllul 9C z y y j'!1liAij jijijp IlF A aP4!,i•11!'111: q l,y!IGtiliii!a4i C/1 3i EOEE Ddr.!i i 'N o al!II r rm r a V 1111:1 O 47 W _ PROJECT4309-0108 KD MANUFACTURING APPROVEDBY: DATE: Aewrt.D 1720 MAIN STREET NE,UNIT1 ROBERTAMORUSO 02/28:09J. F1oAw p,E.ND,49762 PALM BAY FL 3280.5 T9 ' IMPACT KDSTORM PANEL l ap VERTICAL&HORIZONTAL SECTIONS l PREPARM rA J4 x/2sr. an: SMC 02/26/08 PTC,µC5nA-No- 1535 N.Cogswell1535 SuiteC25 N.T.B. KDM0001Rmk FEPECeWec aAWnWY'9525936' w :ea°0o.i eg nsv: 4 OF 6 PEV DEECRPTIDN DATE BY 1.875" CA f g 2obo•--{ 1c xbor,.,x T LA LF a,M N U,0) SMD 01 W N Dl00'1.18Y Flow— p u I'l 4 a{ P iTG A N 1eT aD.. ece i O 3 N4q xmJ•--i E—a,lY 10A 4 0.915"b"b• mpm Dnr e cmc om tl G7 M ya Qj aD,Y i O OD J ALF Y s a —i e 111Z r'O fyAyil n Emil j S P aafi'E dD a PcogcoZ2z PROJECTMp"106 KD MANUFACTURING APPROVED BY: DAME Ftpb1720 MAIN STREET NE,UNIT 1 ROBERTAMORUBO =W9WdoP1.N.497' PALM BAY FL 32906FRRM/P.0 Na49762 IMPACT KD STORM PANEL t COMPONENTS PREPN4B Bh DRAWKBY: DAre: SMC 02/26109 PiC,LLC scA DRAWNG No: 1616 N.CaybwiR BlniqSWNC26 A ` N.T.S.KDM0001Racliladyi,PwRtle 31666 PnaN J21.bW.1]00 REN b FBPECDrDbcaL-atAuOatrstlen N0.26116 fDR u,.iBD.neB 5 OF 8 Rsv DexwPnoR DAre it 1/4"DIA. ANCHOR SCHEDULEPA/QJ'il®MIL pQ1ES: PANELSCHEDULES ENTERPANELSCHEDULEwDH POsDHVEANDN6i/1Tr4E FASTENERTYPE st'B""re .M.".""' SIL w DIAMETERDE91GNLOADTODEIERMMMAXLENGTH.POSITIVELOADS TYPE STgBNGD/ " () (g,,l FASTENERB (in.lLE88THANNEGATIVELOADSAREAccrPTASLE1 0.050"ALUMINUM Z.FORDESIGNLOADSBETWEEN TABULATEDVALUE$USE1/4"DIA.W000SCREW m DESIGN PRESSURE S NEXTHIgMBt L011D ORLNEARNiERPp,AnONTO LAG SCREW S-P4 SG-0.42 17M 1 1114 114F) MAX.PANEL DETEAMNEALLOWABI.EPA EI.LEIOTNHS, rAPCON90 S4>-F SG-0.42 112 914 Iva 114 3.USING CODES sAMMvsSHUTTERSCREWS sa.F SG M42 1112U83NPOSITIVENEGATIVELENGTH(L)IN. I OITTS CITEDHERBIWITH FEMALEELCOPANHIMTE f = 111a 1 002SPF.CFICHELD 0.42 3!4 11/4 1f4828144" TxIPt0IfI0FISANDSPECIFICMOUNTING ELCO PANELMATEPlus S4"f s0 0.42 17re 314 1 IMEOp03MAYN.TN HIGHER 14 O3131138• ALLIES PRO ALLPowrswood SUSH0IG SPF so-oez rre s a 1 1uDETERMINEDCERTIFIEDBYLICENSEDPROFESSpN1U, a3434132" a4G1H1F 114'DIA.CONCRETE SCREW IN CONCRETE I MASONRY aELCOCRETC--FLFJL 3S4 CONCRETE 3300 P61 1311 1314 2 vt 1143737126" 4.THISSHUTTERSYSTEMISDESIGNED SUCH7MTTFEREIS ITwT (CS) CONCRETE 2000 PG 1314 3 1 IM 40 40 120" NO SEPARATION FROM714E SGLASSARE REQUIREDPROVIDED APCON(SS CONCRETE 3aooPSI 1314 212 3 1148CHEDULLDPANELLENGTHSAREUSED. EL TAPCON CONCRETE 2000PSI 1 1 114 43 43 114" POWERSTAPPER CONCRETE 2WOPSI 134 4 t 114 46 46 g102"EL 12 114 o mCOPANELMATEPLUSCONCRETE335DPSI131421200• 49 49 COHICR2000PSI Ire 2 1V4 1NO NSG CONCRETE 32SS PS1 1314 1 114 3 v4 m 52 52 SAMMYS SHLTRERsCREYVsCONCRETE 3485PSI 21N 111t3114 55 114"GIA.CONCRETE SCREWIN CMU HOLLOW TAPCON SG CMUFou—OWl 1500 I 1 114 2112 3 114 Z W QSAMMYSSHUTTERSCREWSCMUHOLLOW150011M211231NVnwQPOWERSCALK-N IS00 c90 r!d s z121 114 114"DIA.CONCRETE SCREWIN CMU GROUT FILLED u m t)i ' z ul u 24 GA.GALVANIZED STEEL SAMMYSSHUTTERSCREWS CMU0FILL 2000 212 1 114 3 Vq 1i w>'pv c aDESIGNPRESSURE(PSF) MAX.PANEL TAPCOH sG CMU GROUT z co m o mRLE) 2000 13N 1114 3 114 Q Z 2 Y-SPOSITIVENEGATIVELENGTH(L)IN. M_ 8f2 25 28 144 PRODUCT LABEL2729138" 29 31 132 KD MANUFACTURING,INC. q R3132126" PALM BAY,FL 52905 33 34120" FBC 2773412 35 35 114` ASTM E330,E1886,E1996 37 38 108" 39 41 102'u1-zoWASHER414496" wNLNLTTa 43 47 90" I , 1N-2ox3N INurumsruDB IMTHWASHER WNGNUTOR455084" 20SIDEwALKBOLTSWITHPOWERSCALKN FORINPLACEWITH R DIRECTMOUNT I El U gg f a= aSLLWY61g rXrMAXXVrAWMNIAI ANGLEORDIRECTMOUNT PANE.NOTCHEDAT BOTTOM TOPASSOVER Sn1DAND BOLTWITHLOCKNUTW*XRAJTORSIDEWALK S7?T07•V2'FROMBOLTAT91U.-EACH91DE BOTTOMON EACH SIDEEGRESSSHUTTERASSEMBLY arida Building Code Online Page 1 of 2 I y;,....st: fi, :'., 1:z. e: '? r_'ycrric4- .:' ':-TS 1,-•1s'0.x+ ,'«';s,.;. :a" ;''Ls.. 73::.ird. (_` rs•.y= ;'- >-: '.. -. y..,a.ai•sz'" ..rr'; r'"'R. sy' :};.A:3.Lj Yw:Y"i::+U''';r'{•.i-,•t: i? .: .'Yr."F ''y+h .1 Na,•yr' 'tifii 'j :T•'( ti; -: -_µ a.'i Imo';;:. ii;e-.... .F'L ;:' K .1;•`S-rL 3T : .y ; i?r i =I(C.rowh i.' Y? I:i irrl .K+J •t 2 *">>:. .Ai!j ?fy ' t`' s-n'.• ".. r.intil._ ,tyq,•1n17a«.1. t#;^Ry..'lit «'•.1 k ;y.3 '•.J`.Ji.s,M1' I-yiiN,V._,..aJ ,`•, tty Ly.4.. .:.>:. .?V, aq y'4'YL^`:_: tr j•. 4' ce Td, .1 ..'1 z., t .I• a r."FL f.' t;:i ftb•C,3';`a • :; , ."•tS',.A- Ya^%;:_° ,;,.. .:r. •+i •*` y i...e,M..„-:k:v; 07.'11;,L 3i?ra.-.r+:.'';y z-. •}it.s:::ri,.'Yrtn ohrt.,:,,yi?.'1:'ua.....,'yS,..cs,.tr-.c,-. C Lir•• «.... 'h'_+,3•~ey_.Iii:'....,..-.:......•c ::da rm J'%c•^-•<' .1,.::TiE, .: v=•',°.E.•"r.'', .,,., ..-,,. Jam..yz• liP.7s(_:.:lira. 1305 Home I Log In User Registration Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Starr {acts Site Map 1 Unks I Search j Businesq',, .I PrOfessibna VLglf product ApprovalI USER.:Public User Regulation 1 Plgduct.LIROLgkdl.FleRll>1Qdglt-OC.LtPI7li;ntiRrLSAA cb>Al3pL-4UDD_LiSi>Application Detail 1:; an^uwNTM_rr-L Fl.# FLIS263 r, r : z 1*' `i;.•. L;w.t;mj' Application Type New Code Version 2010 r-lY- " Application Status Approved Comments Archived F- Product Manufacturer Ply Gem Windows Address/Rhone/Email 433 N,Main St. Rocky Mount,VA 24151 540)48.4-6348 tarthur@plygemwindows.com Authorized Signature Travis Arthur tarthur@plygemwindows.com Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Emall Category Windows Lam/) Subcategory Mullions S Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received J• Florida Engineer or Architect Name who Hermes F. Norero developed the Evaluation Report T Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Locke Bowden F Validation Checklist-Hardcopy Received Certificate of Independence EI1:5Zr43.RPCQI CQLlys,en55 pAf Referenced Standard and Year(of Standard) Equivalence of Product Standards eltimed 7 Sections from the Code 1715.5.5 r 7E1 ...^,r•, r(tT.(TY(h:r1T1m/2 7/TT T71l1 d/17/7(117 Plorida.Building Code Online Page 2 of 2 Product Approval Method Method 2 Option 8 Date Submitted 02/27/2012 Date Validated 02/27/2012 Date Pending FBC Approval 03/04/2012 Date Approved 04/03/2012 Summary of Products FL# Model, Number or Name Description 15263.1 JjBullder Series 1100 HP Vertical Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No g()j W12 g, j Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other.See drawing PGW126 for design pressure tables, EW,,6.3 R0 AE PERIR71 q%pdf Installation detalls,and anchoring Instructions ELT.5263 RO AE PER1872 S%pdj Created by independent Third Party:Yes 15263.2 Bullder Series 1100 HP Horizontal Mullion Limits of Use Installation Instructions i Approved for use In HVHZ:No F-U5_2_63 RO LLG_ 2,25 pAf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P E. Florida P E.73778 Impact Resistant: No Created by Independent Third Party: YesDesignPressure:N/A Evaluation Reports Other:See drawing PGW127 for design pressure tables, F_L W_Q3 RO AEP 1_8j3_FL!j_.PX Installation details,and anchoring Instructions Ei,1 R_6 E7 r,-c;,prj Created by Inde endent Third Party:Yes Qncl< Next i:vntast,lis::399R14artit_I9voca><Sirret,Iapohassce,El._3229.4 Chone:._859.36Z162.4 The State or Florida is an AA/EEO employer Gvpyflvftt zpGL'Q]Q EtpteslfEladdtt::2dyatySWteDuni::lcsaSslbUlttiSiate etzt::8elund5latament Under Florida taw.e-mail addresses are public records.It you do not want youre-mail address released In responseto a public-records request,do notsendelectronicmalltothisentityinstead.contact the office by phone or by traditional mall.If you have any questions regarding DBPR's AOA webaccessibility.please contact our Web Masterat SYEbfnasti fGAdbpGStdte(1,45 Product Approval Accepts; wcuritvmw i linn rairrZoilrrTVgodu a ruu rvn.,.4T1,.,L,(TiITIT77Cl d/17/9819 PLY GEM WINDOWS YMDTH vnbn4 PLyG EMWIDTI•t YJEDriI F' i•t. C BUILDER SERIES 7 N;fA N•D,SI..RARN351,ONTAdAN,YA11DI I-100 HP VERTICAL MULLION YEDTZCAL WINDOW MULL NETGNT GPAN u N l9 SSS Q'S Nolan I nl[PNooUCTMN7WN11[n(IIIOo1SCNrGANotAUNNAaWwID(DMrtrvmntnflDGf L e f/curnal nussclDmncsalonfloss p 1. Mutli11WSIu1AVW11DaAILSAPPIr ToIIT G(N10INIDDVA7 IleoIVAIUWNUIP A i Qq If lkiNUO[OMWIWNIICSIAUMO ALUMIlA1NMION7lO0NlollfilWdllWrD TDMULL MULLavW/ A 2W0.0OWS11o(oa PATSIM ANO/ODS, a S. APPAOVLD1MPAOTIaW(SVSIIMONI4UIRIDOn aIASPAOOUOf"(AS KOONING TYPE 1MI•Aanonuw. VERTICAL MULLION FOR k' 1. us[ticWOOD sum OISuIIRu111tri 1NTOA0uMM017MYMIND7oMuffofa1/1' TWIN WINDOWS VITOWOOD IPAMIU0 tilloIAA(SC NOILSON1111a I rOADLS10N PII(SSUACUID OA11010A"Oita S. USEof ITO SCICWS017VIflO(f1111NG11I IOACIIKVCAMINMIWJ SNIACAOSPUI(iNA0Ol1 M",CUPW/ 9"ONDSItUSUS51M1I.1S11 CHANTS CNOI[SDI1Pisa IfpNDWGN PNLSIUACANO TyrM,aoNNoluL Q C. W[IbqTEA1pCWS.r1NCIO,orSUrNOOIHENGfll 10A0101,A MMULA!I1114MI p PCNORAWNSCVONO ALUMINUMMULLIONAI,4MWL0011111CTnMl 7 1A4W=DUCKSIOIIIoWMNDAND ANCNOILDTOPAOPINIYTAANSIIAALLLOAM10 M TRANSOM N STAuCIuA(AND11IN(M."4191und lilt ARON7(aoAfliMUELPOF ALCOCO. NEIGS/T LJ A. u(OMM OU01CSONLNrI 1IONDLSIGNPAESSUPL O O. TINSMpNONGDINTVALID WNfOUS(DNo OONIYIICTn,RW1111APPNCAMCPillGEM W111oONSPNOQWj, VERTICAL IG ALLWN,DOWSUS(DWITHVisitMUONNISNAllOIpWINTDWIo(ASIPAAAICAPPAOVAL MANAN 11. LIULLIONMAIfNMLL60U•nAlIiNVIVlA. W e n CLNMAn11MUfi0a1•TSAIUM.fuM 7 RTGHT Q.0,.'-II 11.NISTAALA?10"MW#DACAPACOIESICOPAWUCn Ale . ~ IfEMWAREAA.SIDONSU(SINAVEMA1CMALCWRNbil o,'gw iplOWn10MINIMUMSA. WOOD.MINIMUM Sr(pICGMNfrp0.15 J•.D, Silll•MINIMUM YlO)SIAINGiNUP SSAM.MMIMUM7CGA.WALLTNICA10S. 1AnF ofcpmun S r,ti iT PRL% 5-Em REVISION SNEETDESpYTIpI v/INDow WLPIDOW OghADrJ%.dDr11.1-1rII.—PL til ny Y1VIOTNWIDTHnnIDA:IPmAPpm.MyIIA,Jxvmen /r-Iyy ygg m N S MULIpP ASSEM(LYCLEVAnON3S 1401EASOate.7R17A7.31 IODI33-0SDO pNo `N S MUU.TONSECTIONDITATLSANDA1LNCw1a VERTICAL MULUON FOR c 7 DISICIfPAESSURE CILADTS TWIN WINDOWSW/TRANSOM DwG p: PGW126 SNEEr. 1 OF 3 i AI i e i. i i i t S i Tt S 0 1IITMIN.eMBEOMEWT Ld PLY GEMSHEATHING6.00, r$ BYOTHERS 2X WOOD FRAME DY OTHERS 2AP J/4^MtN.EDGE uHI1uD13T rolmg2. 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DICK IOUsr2XWOODDUCKCONCRETE/MASONRY BY OTHERS NuSVj l2iDYOTHERS i I1/2'MI14.EMBEDMENT ib'SY• 0''4'F VERTICAL SECTION as A 1 iRt.IN V4000 RUCK IJ m c u12IAUuS0UCS o a of PTW126 SHEET: 2 OF 7 s t ii ti i j t fY LE J r t 3 , DESIGN PRESSURE CHARTS P PLy GE1N omYwn.Y•wU k w1 N0+11ar•1la:3-441.41 i MA.rinumrb,lDRA1.NeuNrRPNM046 M,LNnan U.ayepnafYnapltmanC C ve„I HYY•.(1-41fI00NlV11M11PV/iWiAlYI{NI,RMI.MARIw1l.tfelllM w cj aw•n.w...Y.Y.V...wY3r«a..e.w u•...u.e..•IeI•.A.Yr o..,nw..,,...ww„r«r..Lrns..cwweYro r.•w.rYrY.y pLK E+o trdi„ rIGY lyA IJ YInAn MJIIM1 WIwMIY1IntItsit. 11• t JO I. t It. Ito W.I.Y Cw+wr. . I t . h S HI I— .LI• IN 111. 1 IN .MO .i4I«e it. ELI .:rt IN• IID. .•. 3•a » Nr IY O• S T x/ M 1". 1H/ lu0 Ile 11pp 1w Iwe 'W JLe it. i61 Trp ere 11 : i EIA i7 At. ;. O i f11 1:P• IMI 11 11x4 1f A 1• It%/ 1}11 iHl 11 . J•t p III 11.0 1 3 1:J I e 1 Y11 «I !J a A ta. IA •A .. a Y 1 Y0J I•• 14.3 NL` r1 • I il/ I31 aYL 4 4• II N• IYp • Ir 1>p 1 / L A:i l o mY' r. 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N CHARTAPPUIS ONIYTOSLRDIH HALOIDAMIUION ASSPCCOKOANOVC MENUSEDTO L FORVERTICALMULLSTAC>CM 04 ALUMINUMMUWON1AMMHSTMUTIONVStIAT MuttWINDOWSSID[OY SIOL TWOPARNSCIHVtS,ORAOt SATLACI MJCIIORCUPWMISUMMIT LLNOOITO i AOI.(VCAMUDMUM]711R[AOP(LNLiRAl101rO11O11D IAVLUON LR4.11.2[CUNCTJttlR oSCHARTADWUIDOOSWIDTIIMIOFATIA PSY01INCNlS. D(31GNPRLSSINFVALUfS OICTIM DC7AItf. Z t CMC POSITIVE(MID N[GATM1t S CURRY Alimils r SILYTa11001NRtD MIIDNASICCf11ADOVRNUSEDTD G OLSIDIPR{SSUMVAII[SA PLYSOMIAUOMVMLRCiWODIMDANN100YARI MUtLWNoOWSslDrorlroc NIY11 ' N t/• JJ i Im1U111A SUMU LIP[rN110. p "'•.ti READWINDOWWIDOI MID MULLSPMIININCHES.DESIGNPRESSURE VALUES0117x15 S'OQ..7•^I. .>hJ;C!'7 REIER70REPORT rINfA/ORmostAUILIONSPIOOCATIOINS CHANT AREPOSITIVEAM SNDATIVE PSI. 7. DCSI011PRESSUREVALUES MIRYTOMWI)ONWNtAETWOOR14041WINDOWSARE LISTED IN ASINGLE DP(FWIG. Itl-T a0 S. RCINTORtPORTN16T1rORfAOALMUWDwSPMFICA7101IS d.•,. •lp•''4w y as i Os DW6 Ns t PGW126 I i SHEET. 3 6F 3 ET 1: t' r l 1ILkI i 1 7! i 1. 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Y9Y1W 1O9WlMl11RIDp1 S lll 10[t91i/1/71IDJlAWINWtIdI Z C), t•N N r.Pa° ewc itP6W127 SH@ETI 3 QF 3' Florida Building Code Online Page 1 of 2V , Al t'w:- ;-;4;Yv:: '.^n:@'.'',?:££yS:y:1.„^,•S„;<,'`Ci=3,,;rsel;.=,r.,•e.><-t+"._ fes-++..•.}YT' y:'2:'i..l..,_Kt- ''f6.'Lhitt C.'• Y4p(Z' '<%s'. •.`•i'Ts'` 45, Rf.•I,•Y.ti„q`,F r!q'''•!.RitiGySC,.: '.il.. rriti:•i;..Mi i'i:j ., fr'%='r._ "'-C^SL.•,' 11 lj:1+Y- Jtt•i i'.Y-5u ..E~iT!1+Y\`•Ar_ i} rN;,. r- nY y:"S'.i. `v±"=f- Y:.`..;•i;?'f^P..;;r.•. ifv{ii. f1, ,•_.jf:NC_.i!y.:.e':x• 5.7=iTr3;.,'`'•,-,;-ty^,•„s '..'. .:r:i t.:%'iu:<>i:.,u nor:• a..,rr.;s' !:i •r r_?ez•s.- i= Ta 3. .y, ?;+:.rit:`:_w..fij-ly.t.`.. n_...ye r'>;• a°h- :.;i;;; F , t.. t•%e 5;,, ):=,. i ' n ,: .. i.i.•i`r:..'lJ....:}•..n'-':.'ettz'•:LaS'a'C-:i-'`.!"k..'{"{.'iir'z,•L:kj-Syr-_'ti,':ji'-__.:'?L 'r'.L 7 ui::.''tw JL { qtisa1:::..._=..tL ts"v.ti'.+3t.;-.i:Ti%'1: i'•r:y"rca Y:;!P' Y+:•.' . s.1i1 SCIS Home r Log In User Registration . Hot Topic 'Submit Surcharge Stats S Facts Publications FOC Stair =8CT5 site Map I Unks 3 Search jBusiness,,/ I Product USER: User IegUiation PJo11NCt9pPtSLYA1 te0N>PtPdVGt AL9AnI1Gtl10Cl SCALGL>6.0111 R11e0.Llgj>Appitcatton Detail FL FL14252 Rl Application Type Affirmation a5R Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St, Rocky Mount,VA 24151 540)484-6348 tarthur@plygemwlndows cam Authorized Signature Travis Arthur tarthur@plygemwlndows.cam Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Phone/Emali Category Windows Gam.) Subcategory Single Hung Compliance Method Certification Mark or Listing7 Certification Agency National Accreditation&Management Institute,Validated By National Accreditation&Management Institute, T Referenced Standard and Year(of Standard) iLa0da 1 YAU AAMA/NWWDA 101/I.S.2 1997 AAMA/WDMA/CSA 101/I.S 2/A440 2005 Equivalence of Product Standards Certified By 1'1 affirr”that diere are no changes In the ries: Florida Guildino Code yhlch aff m f radeert- and nly. product(s)are in compilance with the ne' FlarlcJa GWlding Code Documentation from approved Evaluation or Validation Entity r Yt:., r 1,10 r.ryA F.i,.j425?_R1 COC SA;42 z S.pdf 11ItnJ/Wurw-flnridahuildinQ-org/nr/nr arm dti_asnx?naram=WGEVXOWtDouDE.TErtOS('en.." 4/17/2012 Florida Building Code Online Page 'l of 2 Product Approval Method Method 1 Option A Date Submitted 03/06/2012 Date Validated 03/06/2012 Date Pending FBC Approval Date Approved 03/09/2012 Summary of Products FL 114odel,Number or Name Description 14252.1 111111 Single Hung Builder Series 1111 Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:NoEJ,19252 Rl C CAC_[Q0 5.R3,PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 3112014 Design Pressure:+40/-40 Installation Instructions Other: F4252 R1 I;GyV. 045.D Verified By: Krlstina Daugherty 68455 Created by Independent Third Party:Yes Evaluation Reports El,1?4.1 AE PER l,,pdj Created by Independent Third Party: Yes 14252.2 1111 Single Hung Builder Series 1111 Single Hung Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FL142V2 Ri C— N1009161-R4.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/31/2014 Design Pressure:+40/-50 Installation Instructions Other: EL14R52_R_j_U_P_GWO_4_1RS1 Verified By:Kristina Daugherty 68455 Created by Independent Third Party:Yes Evaluation Reports WAM--R1 AE PER 1253.0df Created by Independent Third Party: Yes 14252.3 11111 Single Hung Builder Series 1111 Single Hung Limits of Use Certification Agency CertificateApprovedforuseinHVHZ:No EL11a2 gl C CAS NI009512-g2 pApprovedforuseoutsideHVHZ:Yes Quality Assurance Contract Expiration DateImpactResistant:No 06/30/2014 Design Pressure:+35/-40 Installation Instructions Other: EL-J3Z1_R31LPQ 0 6 Rtlf. Verified By:Alexis Spyrou 68101 Created by Independent Third Party: Yes Evaluation Reports FL1425Z_A1AE_LF_UUA,pdf Created by Inde endent Third PaM: Yes Onck Wext Contact-Us::19.90-North t{o0coa St[eet•TallahasseeFl 32394 Pllnne;.pSD 4A7_182.9 The State of Florida Is an AA/EEO employer Copyrlght,200.Z-.2D30-State-of-Eiorida,is EdVacy_Statemem::Accessibllity.stotement::Adund_statemant Under Florida law.e-mail addresses are public records.If you do not want your e-mail address released In response to a public-records request,do notsendelectronicmalltothisentityInstead.contact the ofnce by phone or by traditional mall,if you have any questions regarding DSPR's ADA webaccessibility.please contact our Web Master at webmasterlpd4pUstale.lhus ProductApproval Accepts: Q.: ® htiviiI aL'Gtltli\'M t.tlat Ve is19n-Trurl d r vt r•v•v 1,lfir.//www_flnridabuilding.org/Dr/nr aDD dtl.asnx?naram=wGEVXOwtDauDE.TErtOSCen... 4/17/2012 v p Y w I-t! 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Z m has S,'E 6.00'M'AXFROM 14:00'MAX O.0 vl e w AXu33CORNERSTYP I r SPACING TYP 4 o^ e s1IaT-INSTALLATION j ANCHOR MAX WWMAX FROM6.• F p• F.. 6 CORNERS•TYP'HEIGHT 32625• + a 4 4: o• a UNIT to AtAX. n HEIGHT 3 7200• 5ASH 14.00`MAx MAXO.C.SPACING O HEIGHT A* TTP' p 35.30' w ty wa A B 3 3 SASHMAX 0MTHz _ 4L00• mac-... .._.._:.. ELEVATION ANCHOR LAYOUT FIN' 2 mh mC5zNyz aFa3 Nz O DW6#: PGW045 SHEET: 2 OF 5 zab os 0 S o IN70OA m _ m rn N z x 2V o amrnpP, o oo WCCinA f'f 0 T 7 m LLL$ Qi mpm I N O O . W)03 cn 51 z zea r— C7 CA I fR o 2 A7 m p Zw 2 ma v rD Z yIn O A Z hh LR A Lq CT DATE. REVISION5 nTME`i=n 'ZJ i.l0.t1 SERIES 1112 VINYL TILT5H G OWN BY: r NO.DESCRIPTION By DATEVERTICALSECTIONS a W MSS CHK BY: l t[. t'PREPARED BY:y HN CERTWORKS.LLC g 3 127 W.PAIRBANKSAVE.,5TE 438 Z1) Ls WINTER PARK,FL 32789 CmC.TI SCALE: +w.,w.., MYnLewNax)Dl'MQM.OWr,OCa,pirat3, t(/0 61-0997 fX' (40n6i1-1166 y 99 W mo A'77 K •e p m a a v o: r in Z N za O g A m m A Z i7 I a Iu Ani E n, m o E m g z50 0 ~w Tn o m N me mth 1-4 r n o Z A 4l Z Q m Q P C m N Z O ZZO 7• a g Z VI PIOOipviy0i N' A my f7pUY1lA 17 v fC IA TOU17C C a o t^mrL a Ss7 OWC7 8 m U DATE: TITLE. SERIREVISIONSES1111VINYLTILT$Nm( 1.10.11 y• ay•#DWN BYo f j I NO.DESCRIPTION BY DATE HORIZONTAL SECTIONS RF M55: 4 l dGLAZING DETAIL r _ PREPAREDCHK8Y9 BY: g r n HN CERTWORKS,LLC is Z s' n 127 W.FAIRBANKS AVE..STE 438UlSCALE: a,jrw.i r•uaro a'.. G QfTcra}''' WINTER PARK,FL 32789 s prnNTS1pR? or°^"b"aR+ 7H:(407)644-4907M(407)644-1160 ee i G H 7 N dNNLAN Z 43 9 tmS = mK:m 9p ti o 3 A C, n n n A n G 8 N to N U N N N N 0 0 0 r 1 r Z W m v N 3 v jW T Y I p i N 9"17 DN 100m m o zs X m z m I a W W DATE,.- a ATE: l" 1.1Q11 REVISIONS TIi1E: aVrN 8Y: Y'` SERIES 1111 VINYL TILT SH NQ DESCRIPTION BY DATE COMPONENTS d n MSS 1 BILLOFMATERIALSF "O O O CHK BY. 1_ TTrE QF PREPARED BY: r p wj Tt HN 4.,1w'.a'CERTWORKS.LLC SCALE: 1DnO"rwm9a••• ' ., 127 W FAIRBANKS AVE.,STE.438 Q QU Jorwrueusm , `` WINTER PARK,FL 32789NTSa.u,stinm•. E• A G! Mrsrtmrvwnwcarorraxrv, R6(b))614-6957 FX(fon6441366 g Page I of2 x , 'f•.'"^ .r Pt .a "l +.4''"i b' t' i 7'<l.d'..^ T=? tep3^'l•':.y." y• Gh.-~,...i-C.. Y. C'.' t-.3 q"ft-•' 1lat: p4hRis z,-,+,... 1•. hCayI3' h der• p+' o' y.". r. ss... d..,,L' 7i_ N.' 3'^- ". 3,,, x ri• ik; r _. Lai 1 I.i/ SCISHome ; Log In 1 user Registration Hot Topics 1 Submit Surcharge Stats&Facts Publicatlons: F ? FBC staff i BCIS Site Map Links {Search8usines ••J' ... Professi vial : AaR pE° b Approval' Pur Regulation fil!!PT^r1ilflRi•N"ARASliR Eod1j"'•POt9!@1Mel1Y>Pspllu,:I XAARllsatlae-5sDKb>&Pll>;Di1WLLW>Application Detail trn;;r;9a . FL# It FL33976-R1 Application Type Affirmation 4 $ Code Version 2010 Application Status Approved fComments Archived r Product Manufacturer Ply Gem WindowsAddress/Phone/Emall 433 N.Main St. Rocky Mount,VA 24151 540)484-6348 tarthur@plygemwindows.com Authorized Signature Travis Arthur tarthurCl°plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows CS Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect LL or a Licensed Florida Professional Engineer rEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Kristlna S DaughertyjEvaluationReport 2 Florida License PE-68455 7 Quality Assurance Entity National Accreditation&Management Institute,Quality Assurance Contract Expiration Date 12/31/2014 Validated By Steven M Urich,PE r Validation Checklist-Hardcopy Received Certificate of Independence FL1,3M--8L-r—Q) Gem -gLPdf Referenced Standard and Year(of Standard) S an9kr-qr AAMA/WDMA/CSA 101/I.S.2/A440 20052005 Equivalence of Product Standards Certified By Sections from the Code f%1 affirm That there are no change;in Lite f"M Florida l,th,•/hx zxnL flnruiphrtilrlina nra/nr/nr nnn fitl acnx?nnr;Im=WrF.VXOWtT)3,gO37,cwfieI C_fv. 4/17/2017 t Building Code which affect my produci.(9)and my product(s)are In compliance rv:th the new Florida Sullding Code Documentation from approved Evaluation or Validation Entity r yes r rao r H/A Product Approval Method Method 1 Option D Date Submitted 03/06/2012 Date Validated 03/06/2012 Date Pending FBC Approval Date Approved 03/15/2012 Summary of Products FL# Model,Number or Name Description 13976.1 Series 1211FL Vinyl Sin le Hung Window Limits of Use Installation InstructionsApprovedforuseInHVHZ:No 976 R1 I p W0 7 tAi b ra G ,p rApprovedforuseoutsideHVHZ:Yes Ft,13976 R 1 o18{As Testedl odfImpactResistant:No Verified By: Kristina S Daugherty,PE Fiorlda PE#Design Pressure:N/A 68455 Other:-53 x 71 structurally tested to DP+/-30 PSF- Created by Independent Third Party:Yes36x72structurallytestedtoDP+/-50 PSF-73 x 72 Evaluation ReportsstructurallytestedtoDP+/-50 PSF ELI3976 R1 AE PER 1079.odP i Created b Inde endent Third Part :Yes Back Nert IpNttrWa::1999.Npltllt4ottrs>;.Strxet 7apahasaee,Ft,3z332 P,dtufe;85A9flZ:19x4 The State ofFlorida is an AA/EEO employer lrepytigbt2ODZ--2uO.Sttlte QLE)odda.::eimicy-st itemant::AccessihADY Statetaeet;;QefWiq SSBtcIDEpt Under Florida law,e-mail addresses are public records.If you do not want your e-mall address released In response to a public-records request,do notsendelectronicmailtothisentityInstead,contact the oroce by phone or by traditional mail.Ir you have any questions regarding DBPR's ADA webaccessibility,pleasecontact ourWeb Master atWebmastet&dbpl."erilars Product Approval Accepts: acruriha•t Tkl a mutter!yL 1,ttn://www.floridabuildinLy.orpJnr/nr ann dtl.asox?naram=wGEVXOwtDasO3Zsw6elCJv... 4/17/2012 f" Q sQ rs°to 4;— a °S 249 g g O N 0 0 2 °a3 rit j 5 has 22 E G C p 'ii i5 m 3 ' g s WIN a H9 T s DO O fin Z rn 4 v Hog az o C rdtc Will W. Z 4 aHASg1o Yc TT mo9co o = m co a a ci) Zn`.. i z FM z0 uu igp pp O C z 9 o u to o DATES 08.03.10:'REVISIONS TITLES SERIES 1111 SINGLE-HUNG OWN SBY: Na.DESCRIPTION BY DATE IHsiTwENEM NnorEs 0F- CHK BY:rf jl r PREPARED BY:S KsD Etnb `'4$CERTwORKs,LLC a tom^ 127 W.FAIRBANKS AVB,STE 438 u JN v SCALE: "'"`°r'Ap'l;, WINTER PARK.FL 32789 Omtaw..wav+m.to¢ NTS i'tns"" net bwsa F.aKmrtawo-amroimrrso nr1 4M&44-2366 N UNITMAX WIDTH 73.00" LOMAPt PLY GEMWIDTH31.5S0' 8 SEE ANCHOR SEE ANCHOR WJNQOWS 3 SCHEDULE 1 SCHEDULE 433f3.MAMST_roeaoc5ee.f Rnca#Z%W.vA24151 nr 3w 4e4 eauPCoto w e6w3 »D»D.L.O.MAX SEEANCHOR UNIT E HEIGHT 0 0' m SCHEDULE MAx 3j 3519' HEIGHT T a 2400'» F C SASH MAX. a 24 133HEIGHTaSEEHEDULEXX" 351V SCHEDULE Otnu m y3SASHMAXwpu+ 7 WIDTH 33-W w< ELEVATION ANCHOR LAYOUT P a 35/-50 PSF w tnwm x UNITMAX o DLOMAX. WIDTH53.00' WIDTH 36.0(' WIDTH 48.25' Dl0 MAX m 8 WIDTH 31.25` U) 3 DJ-O.MAX SEE ANCHOR SEEANCHOR HEIGHT B DJ-O.MAX SCHEDULE`I SCHEDULE O31.94 3 HEIGHT 1 jam, 3t3a» H oLo UNIT 3 SASH MAX I D 0. I SEE ANCHOR H MAX,HEIGHT UNIT 3 _0» SCHEDULE HEIGHT 3469 MAX SASHMAX 1.x' C HEIGHT L u »7 HES EM C 35.19 a/ o L. 5EE ANCHOR3 S SCHEDULE 3 A ttSASHMAX3 WIDTH 50.25` SASH MAX WIDTH 33.25'x ELEVATION ELEVATION ANCHOR LAYOUT 30 PSF 40/-50 PSF Ebb£ HEAD/SELL SAMEO.C. CORNER ANCHOR TYPE CONFIGURATION DE5T6NPRESSURE CJS SUBSTRATE DISTANCEDISTANCE O.C.DISTANCE DISTANCE DISTANCE o > M)IN.) IN.)m)1 ni m y m p vl 3/16•ITW TAPCON 10/4 .30/»30PSF 7 CONCRETE/MASONRY 1.25 25 16 16 4 a q Y h Z8SELF-TAPPING (O/J() •30/-30PSF i STEELSTUD 3 THREADS WA 16 16 4 O p V 3/16•TTWTAPCON (O/X) •40/•SDPSF 1 CONCRETE/MASONRY L25 2.5 14 14 4 DWG,#^ r wf98SELFTAPPING (O/JC) •40/-50PSF J STEELSTUD 32EEADS WA 14 J4 4 PGWO173lVnWTAPWNf0/X).(O/X) .35/-50PSF ( CONCRETE/MASONRY L25 25 4 J4 4 SHS9SELF•TAPPIN6 (0/X O -35/-50 PSF t STEELSTUD 3THREADS WA W 14 4 2 OF 4 rn Y Ln 2 A o 1" W m Z y 0 rr n Oo P8Nz a W 1 w i f N J p w oz W a r tr1 O m o z a o s 8 m till z to v DATE: +f' t. ''•T•- .i TITLE- 08.03.10 •` REVIJIO VS SERIES 11115IN6L"UN6 VERTICAL SECTIONS.HORIZONTAL F DWNBY: N0.DESCRIPTION BY DATE SEcrloNs,asLAzrnT eETAII W M55 ; CHK BYr 'r PREPARED BY: 1 I CERTWORKS.LLC3KSD 'Y '` I27W FAIRBANKSAvE..STE43B = ^"p 1 SCALE: ir°,r:oN " r Omwruavw.cec.o WINTER PARK PL 327B9NTSwvmnwicnxn 7rseam.a+unowm.otry la(407)6444937 !7(: (40T1044•¢366 N • o ail o 0 c o L a r aDNt 1 aw In m oIV V y O Z 0 aLGNCONmVPul.W ei 5 u so iqu nw p Iqa 24 all g HR PZ 0: i<«•i eti•C •CKKi reS k zrrR ' z I i R r N yr m mom n b DATE: lJ.. • m -09i 08.03.10 '= REVISIONS TI'D'E: INGLE-HUNG g k DWN BSERIESI1t15 Y: rJ DESCRIPTION BY DATE COMPONENTSaBILLOF MA'IERSALBMSSyo0^1 i5S tR CHK BY: Q [PREPARED BY: n 0 KSD CERTWORKS,LLC 3 nv. SCALE: 127W FAIRBANKS AVE.,STE938xasaWw.hm`Mc WINTER PARK_FL 32789 O rnN=$ ro,[om awmocAroaae6m fit(407)644-6107 Pon (+0)6r+1366 ll,I,to,13LUA nuluc http://www.floridabuilding.org/pr/pr app dtl.aspx?param—wGEVXQ...lop R ro 1• e e i` ' y Florida(eparnentd ecs Home ' Log In i User Registration Hot Topks Submit Surcharge Stats&Facts Pubikations FBC Staff j SCIS Ste Map I Unks i SearchBusines ProductSPubic Regulation Product Accrue,Menu>Productor Annication Search>Ape ation Ust>Appgratbn Deta9 i.; FL# FL15279 r Application Type New Code Version 2010 Application Status Approved Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary.Comments Archived r Product Manufacturer Clopay Building Products Company Address/Phone/Emali 8585 Duke Blvd. Mason,OH 45040 513)770-6062 mwesterfleld@dopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA Inc. -ETL/Warnock HerseyValidatedByGaryPfuehler F Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard)Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 RO Eauiv 20120306-FB - DA MA 115 eauiv odf Product Approval MethodPP Method 1 Option A 7 4/10/2012 1:48 PM y. ..r.rr.uvaauaVua1u111.V1b 11/pl_app (1LL.aspxrparam=w i1 vx(1...i A 1 t Date Submitted 03/02/2012 Date Validated 03/12/2012 Date Pending FBC Approval Date Approved 03/14/2012 Summary of Products Go to Page C 1 6 0 0 Page 3/7 0 40 FL# Model,Number or Name Description 15279.41 041 W5-09 SPO-21`449:Grand Steel Pan(min.24 ga.)with Overlay Single-Car(up to 910"Harbor,Stone Manor wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FLIS279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of inspectlon.pdfImpactResistant:N/A FL35279 RO C CAC W5 Listing Intertek pdfDesignPressure:+30 PSF/-32 PSF Quality Assurance Contract Expiration DateOther:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation InstructionsDOESNOTmeettheImpactresistantrequirementforFL15279ROII103552-RevO$Ddf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.-DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.42 042 W5-09 W-18899: Reserve Reserve Wood Single-Car(up to 9'0"wide)WINDCODE@CollectionRHxx, RRxx,RCxx W5 Garage Door Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FLIS279 ROC CAC Letter With proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspectlon.odf Impact Resistant:N/A FL15279 RO C CAC W5 Listing IntertekDesignPressure: +32 PSF/-36 PSF Quality Assurance Contract Expiration DateOther:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation InstructionsDOESNOTmeettheImpactresistantrequirementforFL15279ROH102466-R vn6 Ddfwindbornedebrisregions.The product without glazing Verified By:Intertek Testing Services NA Inc.-DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.43 043 W5-12 AL-11`499:Avante•" Full View Aluminum Residential WINDCODE®W5 Sectional Door,up to 12'2"wide Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FL35279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspection.pdfImpactResistant:N/A FL35279 RO C CAC W5 LIstIng Intertek DdfDesignPressure:+32 PSF/-32 PSF Quality Assurance Contract Expiration DateOther:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation InstructionsDOESNOTmeettheImpactresistantrequirementforFL15279ROII103445-RevO4 odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.-DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.44 044 W5-16 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga. min.;2051,2053,4050,4051,4053, Interior skin 29 ga. min.)Double-Car(92"to 16'0"wide)62,64,65,62G,62LG,64G,WINDCODE®W5 Garage DoorSDP38,SFL38,SRP38, 134, 135, 136,6130,6131,6133 Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No EL15279 ROC CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspection pdfImpactResistant:No FL15279 RO C tar W5 Llcting In ertek ndfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requlrement for FL35279 RO H 101595- -Revl3.Ddf 7 4/10/2012 1:48 PM rr rr.uvlluauuiluill&uLg pr/pr app_au.3Spxtpar27I1-WUJ VXQ... wlndborne debris regions. Verifled By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party:Evaluation Reports Created by Independent Third Party: 15279.45 045 W5-16 DSIE-1A171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.;2051,2053,4050,4051,4053, Interior skin 29 ga,min.)Double-Car(9'2"to 16'0"wide)62,64,65,62G,62LG,64G,WINDCODE®W5 Garage DoorSDP38,SFL38,SRP38, 134,135, 136,6130,6131,6133 Limits of Use Certification Agency CertificateApprovedforuseInHVHZ:No FL15279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspection_pdfImpactResistant:Yes FL15279 RO C CAC W5 Llstinn Intertek.pdfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:Solid doors(no glazing)are Impact-resistant(large 05/21/2028 missile Impact). Installation Instructions FL15279 RO II 1 n1S S-A-Rev13 pdf Verifled By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Patty:Evaluation Reports Created by Independent Third Party: 15279.46 046 W5-16 DSIE-IA471: GD1SP, Gallery/Artistry/Expressions: Double-skin Insulated EPSGR1SP,GDSLP,GRILP,AR1SP, (exterior skin 27 ga.min.;interior skin 27 ga.min.)AR1LP,ED1SP,ED1LP Double-Car(9'2"up to 16'0"wide)WINDCODEQ WSGarageDoor Limits of Use Certification Agency CertificateApprovedforuseInHVHZ:No FLIS279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of fns epctlonodfImpactResistant:N/A FL15279 RO C CAC WS Listing IntertekndfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:The product without glazing DOES comply with the 05/21/2028 Impact resistant requirement for wlndborne debris regions Installation Instructionsref1609.1.4 FBC). FLIS279 RO II 104004-R v0 RSf Verifled By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.47 047 W5-16 DSIE-IF471: GD2SP, Gallery/Artlstry/Expressions: Double-skin Insulated EPSGR2SP,GD2LP,GR2LP,AR2SP, (exterior skin 27 ga.min.;Interior skin 27 ga. min.)AR21_P, ED2SP, ED2LP Double-Car(9'2"up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FL15279 RO C CAC Letter with proof of contract andApprovedforuse.outside HVHZ:Yes proof of Inspection pdfImpactResistant:N/A FLIS279 RO C CAC WS Listing Intertek pdfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation InstructionsDOESNOTmeettheImpactresistantrequirementforFL15279ROII104030-R v01 pdf DOES comply with the Impact resistant requirement forwindbornedebrisregions.The product without glazing Verifled By:Intertek Testing Services NA Inc.- EfL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.48 048 W5-16 DSIEO-IF479: Double Skin Insulated EPS(exterior skin 27 ga, min.;Coach man/Settlers/Afflnity Interior skin 27ga.min.)with Overlay Double-Car(9'2"to 16'0"wide)WINDCODE@ WS Garage Door Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FL15279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspection.pdfImpactResistant:N/A FL15279 RO C CAC W5 Listing Intertek.pdfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:The product without glazing DOES comply with the 05/21/2028ImpactresistantrequirementforwindbornedebrisregionsInstallation Instructionsref1609.1.4 FBC). FL15279 RO IT i 0 7-R v07 pdf Verifled By: Intertek Testing Services NA Inc.- ETL/Warnock Hersey 7 4/10/2012 1:48 PM iiuy./iwww.uurnuaouiiain&org/pr/pr app_au.aspxtparan-f-vu ;VXQ... Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.49 049 WS-16 DSIEO-1M479: Double Skin Insulated EPS(exterior skin 27 ga. min.; Coachman/Settlers/Affinity interior skin 27ga.min.)with Overlay Double-Car(up to 16'0"wide)WINDCODE®WS Garage Door Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FLIS279 RO C CAC Letter with proof of con rart and Approved for use outside HVHZ:Yes proof of Inspection odf Impact Resistant:N/A FLIS279 RO C CAC W5 Listing Intertek,cidfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103710-RevO2 odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.-DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.50 050 W5-16 DSIU-1A171: 9130, Double-skin Insulated PUR(exterior skin 27 ga. min.; 9131,9133, HDP13,HDPF13, interior skin 27 ga.min.)Double-Car(9'2"to 16'0"wide)HDPL13,7130,7131,7133,8130, WINDCODEO W5 Garage Door 8131,8133 Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FL15279 RO r CAC Letterr wi h proof of contract and Approved for use outside HVHZ:Yes proof of Inspection,pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek RdDesignPressure: +32 PSF/-32 PSF Quality Assurance Contract Expiration DateOther:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FLIS279 RO II 104191-Rev01 Rdf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.-DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.51 051 W5-16 DSIUO-11<479: Canyon Double Skin Insulated PUR(exterior skin 27 ga.min.; Ridge/Brookstone Interior skin 27ga.min.)with Overlay Double-Car(up to 16'0"wide)WINDCODE®W5 Garage Door Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FLIS279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspectlon.pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek pdfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 104264-RevO2 odf windborne debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc. -DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.52 052 W5-16 PAN-2F153:84A,94, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'0"wide) 73,75, 1500, 190,411ST,4RSF, WINDCODEQ W5 Garage Door 611ST,6RSF,48,42, 55,48B,42B, 55S,GD5S,GD5Sv,GR5S,GR5SV, ARSS,ARSSV, ED5S,ED5SV Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FL15279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of inspection odfImpactResistant:Yes FL15279 RO C CAC W5 Listing In ertek pdfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration DateOther:Solid doors(no glazing)or doors with optional 05/21/2028 Impact-resistant glazing are Impact-resistant(large missile Installation Instructions Impact). FL15279 RO II 101 -A-Rev14 odf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: if 7 4/10/2012 1:48 PM uLLIJ.ii W W W.LLUILU0.UU11ULllb'.U1g(I)l/I l ulll) UU.USp2L1IJ4ful 1=W ur.VAY... 15279.53 053 W5-16 PAN-21F153:84A,94, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 73,75,1500,190,411ST,4RSF, WINDCODE®W5 Garage Door 611ST,6RSF,48,42,55,48B,42B, 55S,GD5S,GD5SV,GR5S,GR5SV, ARSS,ARSSV,EDSS,ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspgction.pdf Impact Resistant:No FLi5279 RO C CAC W5 Listing Intertek,pdfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FLi5279 RO II 101593-B-Rev14 pdf windborne debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.54 054 W5-16 PAN-21`156:76,76V, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide)12RST WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15279 ROC CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspectlon.pdf Impact Resistant: No FL15279 RO C CAC WS Listing Intertek pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO IT 1 m 59 -B-Revs4pdf windborne debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.55 055 W5-16 PAN-2F156:76,76V, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide) 211ST WINDCODE®W5 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLi5279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of inspection.pdf Impact Resistant:Yes FL15279 RO C CAC W5 Listing Intertek pdf Design Pressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:Solid doors(no glazing)or doors with optional 05/21/2028 Impact-resistant glazing are Impact-resistant(large missile Installation Instructions Impact). FLi5279 RO II 101593-A-Rev14 pdf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.56 056 W5-16 PAN-2F443:G4S, Gallery/Artistry/Expressions Steel Pan(min.24 ga.) GS4,GD4S,GR4S,G4SV,GS4V, Double-Car(9'2"to 16'0"wide)WINDCODE®W5 Garage GD4SV,GR4SV,E4S,ED4S,E4SV, Door ED4SV,SS4,AMS,SS4V,AR4SV Limits of Use Certification Agency CertificateApprovedforuseinHVHZ:No FLi 5279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspectlon.pdf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek RdfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103471-ReyO5 pdf windbome debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc. -DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.57 057 W5-16 PAN-217446:G4L,GL4, Gallery/Artistry/Expressions Steel Pan(min.24 ga.) GD4L,GR4L,G4LV,GL4V,GD4LV, Double-Car(9'2"to 16'0"wide)WINDCODEO W5 GarageGR4LV,E4L,ED4L,WV,ED4LV, Door SL4,AR4L,SM,AR4LV f7 4/10/2012 1:48 PM a.«i...,,....rr.uvaauuvuaiuuarj.va Yti Y1_ar/1J_LLLL.[1J1J1Cl 1GIIClIlI—WITP.JVAIj...A Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FLIS279 RO C CAC Letter with Droof of contract and Approved for use outside HVHZ:Yes proof of Inspectlon Ddf Impact Resistant:N/A FL15279 RO C CAC W5 Listing Intertek odfDesignPressure: +30 PSF/-30 PSF Quality Assurance Contract Expiration Date Other:The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 103471-RPv05Ddf wlndbome debris regions.The product without glazing Verified By:Intertek Testing Services NA Inc.-DOES comply with the Impact resistant requirement for ETL/Warnock Herseywindbornedebrisregions(ref 1609.1.4 FBC).Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.58 058 W5-16 PANSP-21`153: 73SP, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide)15SP WINDCODE®W5 Garage Door Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FL15279 RO C CAC Letter with proof of contract and Approved for use outside HVHZ:Yes proof of Inspection Ddf Impact Resistant:Yes FLIS279 RO C CAC W5 Listing Intertek odf Design Pressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration DateOther:Solid doors(no glazing)or doors with optional 05/21/2028 Impact-resistant glazing are Impact-resistant(large missile Installation Instructions Impact). FL15279 RO 11 103723-A-R v08 odf Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Thlyd Party: Evaluation Reports Created by Independent Third Party: 15279.59 059 W5-.6 PANSP-217153:73SP, Steel Pan(min. 25 ga.)Double-Car(9'2"to 16'0"wide)15SP WINDCODE@ W5 Garage Door Limits of Use Certification Agency CertificateApprovedforuseInHVHZ: No FLIS279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of inspection Ddf Impact Resistant:No FL15279 RO C CAC W5 Listing Intertek odfDesignPressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO II 10372 -B-Rev08 Ddf windborne debris regions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.60 060 W5-16 PANSP-21`156: 76SP, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide)76VSP WINDCODE®W5 Garage Door Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FLIS279 RO C CAC Letter with proof of contract andApprovedforuseoutsideHVHZ:Yes proof of Inspection.pdf Impact Resistant:No FL15279 ROC CAC W5 Listing Intertek odfDesignPressure: +32 PSF/-37 PSF Quality Assurance Contract Expiration Date Other:The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 RO 11 103723-B-R v08 Ddfwindbornedebrisregions. Verified By:Intertek Testing Services NA Inc.- ETL/Warnock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page n Page 3/7 Back Next Contact us::1940 North Mnnroo 9tmat.Tallahaeene F1 7 199 Eben :9a0-497-18 4 The State of Florida Is an AA/EEO employer.Copyv ght 2007-2010 Stata of Florida ::Privacv,:;Accassiblitle Statement;;Refund Stat m n Under Florida law,a-mall addresses are public records.If you do notwant your a-mal address released h response to a pubic:-records request,do notsendelectronicmaltothisentity.Instead,contact the office by phone or by traditional mat.If you haveany questions regarding DBPR's ADA web accessibility,pleasecontactourWebMasteratwehmaster0dhnrsta toflsg, Product ApprovalAccepts: if 7 4/10/2012 1:48 PM 4%A UW RA®MEL E AM= HEIGHT • ICLASSW RAMM PA/EL F1R05!MM 11STIDS SHORT PANEL LW6 PANELImFLs21DANeRLS6AaGABS25eRBAGIS FEIDAWMM SMGM SHEET 1 OF 2 REv nAre DESQtO'fm1 CLOPAY DM.x — 79.TJ 790•I90 76 76V IF m S >mt ' STOOF DT.ETS n 0 OFS71L6 SIOFT PAtEI. 05 e/20a AWED S9E/UTED 19Q 1500 IDEAL IRST•4F. 4RSF fiRST fiSF em — 9w'm 70'6• 6 10.NES 4R.4q — IE.4Yl t6.SS — — 97!'70 970' I 97C 1 0 w nRIOOL 06 6/7005 UPGIm cm W. SHORT PANEL LONGPANEL 12W TD 11'0' 6 10.0• 7170 E UL'm 1470 3 am!VlBIII STO.ES 147__MWW 9 12'0'm 13'10• 3 lsv'TO 767r S 1 07 0/2DOe AODM RUIleR OPTION t®EL 4F IS FLUSH ID WW m 7670 4 qE p0y w0 UY2'70 LL'4 A RE- s man 1 Fxn ttm U'6•m 1370' 3 05 Iv2DOe ADDED 1AV=Q 1EStSTW UTE OPTIONWXSECTIRIUEOFM,21• 140• f6.6' s 7Mi6 SKtT 00 11/30/07 AOOm WIDENED MOUNTS NO COSBHm CIDPAY.WILM AND IDEAL WNTANRtACi!DISC NA1Sm PANEL EIYIaS aIOIIS UEOO. IRIDFLLS 25 OR 23 OA OR 25 GA 25 W>M: OPIUCWL MUM Kw 6E SCAOEIO OROPNTIESsaNIO+Aa1G.SEE SECTION DO SIE>aDom a, STREET FOR 1E ROTE 10 ge/OB/06 AOOm WN 42a lea Essam9-9 FOR DEIAILSL 00011:Mp w/Tini-Li00(IOP!7iA E7lM f6tSSV• — — I&M STANDARD S R 1R-t/z'Y16•. NOTE 7mR FOR 10N0 APPNOISf.YEEwS tt to/zt/ae Aoom WN 4FHOLIESIWIV=RESISTANT GLAZING R SEEb00R5. 0 0ARTRIRS• AR59 AI6SV — — 21-5/6'+74-7/e'.iz t3/zoGe AOOm IM4MUM HOUSE ELB0S3 WORL GAfOA IIOUW E7 Env - - 74 oA Fln HitA11EC ,R rx oltEnlEuaYr twins 13 o9/20to AOOm 02TN.FOR 11PACT R1B6WlI ASSWEIVY(-A)NS SWADARD(-e). 9OlT PNET. LOG PANEL A wy-Wyd c. 14 O7/2D12 TEEMED WIND SPEED TAKE FOR ASCO-10;tEM O m TWO SHEETS. SHORT PANEL OPTION LONG PANEL OPTION 20 W.W.END mm IOOICIm m DOOR907IOMPATENTEDTOG-L-LOC SYSIOIflop.eor+Du!c,zTER). e s1P IOP At6Ts 2.OeCK r 711LL iFEUt 10IGLoay.stD[L n Gh.ML 111103. 4 I I WLYA16Fm 9R/IOIFI AA V"Y avEo-oN PRWm,Na A T-TT—I ROLLER r I—eANED-ON PTED TOP 2117 APPLIEDST m BOTHBOTHImo"S1013 OF sED.9LE QNY.0N. ROLLER 11RACIET.EACH 0 1DCN P®I1oN SHP IAP A]M9, w/124 6•— irN ImiRmTR° if 0F76UIY P01.Y57YIRE NOWc GAL 01",SMILNSUMTCN7-6Sie•,rml NTH Tpp RS1 D Bl m t E41 1/4'Ys 4' on SOF 0A.U-I I I DOr TALL 020 TNP90; eAIR PER S 7NL x m tx WLY.DOOR sEcnaLU-MATIED 7/44]/4•st2F TAPPNG SORIENS PFAsIFF10G1gN. 1OWCN OF CPIGNE.AFMIS A ac,wieL OPTIONAL OUT=KIM LOCK POSIIIDN I SCRSNFWtaOxOrtNON-1E-0'M-016 13 EO.eOFO1 mm.ATTi1Clm e• II META. dR. CLASSIC' RAISED PANEL EMBOSS: Wase ow ALONG s11oRIL tR1aRr EVY®L ALUIRI N FaMM M1!VWL Emot"N RS7RP. EXTRA STILES FOR LONG—PANEL MODELS. O 'AM APPROiED' lLONG-MEL 000115 RCN We NCE TO 16V NCE RMW 10 OAmINEAnN.CENTER smm E®EiPgS UOQSIOlhP11E1IIODOS1107EFADIaIThNSDL1IDOf11lASTILESAIOW71m TNES DOOR MUM OR ENCTIENTESKIDSlblmGIM ACCOOEM RDING FOR TIRE11EFLORIDA AS NOIFD ABOVE) ONE COIEImC1AL C7MIE11 SRE PO SECTION 11'4•m 14'10ti. 7N0 m1EEtCNL COIFR 81EL9 PFR SECTION 16b"m fe'Crr. 6"w yq ami[ O"S COOS OR THE NIFAI•ATIONN.BUIIaOq mDE(BAgEp ONTHESEWIEE]ON.conER sRE9 ANE ATTAfJm 7OVIT eEitNO1 tUE rac aI1 .77E ASCET-10)EOR 705E FM DWM COIATIO/S1 I)IOa7D5mO05Io6pFSOIOeDLCENTERSRLR,t211.ERCN1.COIIFIt STELS ARE lax 1N EDC ATTACHED 1RM 700 4r10C(NOP!BOffdQ OR(L)3/16'POP IMUS p ,o N ANYANY ROOF SlOPF Alp 4)7E47M0 N AO[IOROANCE 71RN ZOK 3)OR(4) SI@T IEIAI.9COEwa 1 011.9 AIB 70a SIZE-SPkxi1C CN01RA1C1S BY A OI1MFmam01ffiPNf69011YWYDFFFR. eArim zl p 004% 195 110 I'm 155 IED A7YE1 nn1O1xeuelor'L' a C.a s,c,n a c RC n SEE SHEET TWO FOR 1E1N ROW 1 OTW L'S re 1 E7 1 Er I 90'IMPACT RESISTANT CONSTRUCTION DETAIL 'A' DESIGN LOADS: +30.0 PSF& —30.0 PSF.AND STANDARD CONSTRUCT DETAIL 'B'; TEST LOADS: +45.0 PSF do —45.0 PSF.TRACK AND JAMB DETAILS. NN.ElcnmlG PIAT L INDLOAn RATM Sim P*-215I63 LONG PANELPAN-21`156 WS 16•o•W IT Pp,E 5uATDE" EsrE>u ,P Building Products u NNOHOH 445' TMs' 1/26/s6 MODEL73/75/84A/94-, 16V +30/-30 PSF Z, M0 / 91313 23=Com an 513)770-4800 D MAyDs RxgpO ypIaopqONPIWW-AN 1110b Rswa MWW B 101593 —A/B BCFLORMAPRODUCTAPPROVAL15279 CLASSIC'RAISES PNET.ENESS MISS r®ELs M rA 124 rA INSIINSD rA 125 rA INIII D GA 125 GA»Q SHEET 2 OF 2 — NEacR>PT>a 0"AY NA,94 1 - 17M 73 1 15x4 190 I -M I 76V VERTICAL,IAMB ATTACHMENT!WOOD FRAME BUILORRGST• SEE Fft"WORY ON SHEET ONE IWx 4 9u I MIST I 3/8•x3•LAG SCREWS ON 24'CENTERS. 1-1/8'O.D.WASHER REQUIRED.EAG SCREWS MAY BEHCLES40.ASS I - 4E.Aaj 53.ffi I - I - COUNTERSUNK (BUT NOT REWIRED)TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBSSlimPANELILOtPAMDONOTTRANSFERLOAD. NOBEL 4F IS FLLmr VER11Cet JAMB ATTAYRMENT(C-90 BLOCK OR 2.000 PSR MN.CONCRETE COL11MN7T: TARNArd NMIW RAISES PANEL ENSOti EMU3/B•x3'SLEEVE ANCHOR BOLTS ON 17'CENTERS(2,000 PSI MN.CONCRETE).WASHERS INCLUDED ISS S rA Ims OA=1 e3 sA I TES rA M WITH SLEEVE ANCHORS. uaAYDAs. ra1S, - - OR r.ALLEW aT3s aass,S 1/4•4•TAPCON SCREWS ON 14•CENTERS(2,000 PSI MN.CONCRETE)OR 8•CENTERS(C-90 MULNU Ams AotaV - _BLOCK). 1.O.D.WASHERS REQUNED WITH TAPCONS. L UNANCHORSMAYBECOUNTERSUNK (BUT NOT REQUIRED)TO PROVIDE A FLUSH MOUNTING SURFACE CARRIAGE E, ETIs E3s9v - -HORIZONTAL JAMBS DO NOT TRANSFER LOAD. MMT PNEL I LEM PANCL OTHER JAMB MEWRATIONS:REFER TO LVSMA TDS-161.A LICENSED DESIGN PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. PREPARATION OF JAMBS 9Y OTHERS. JAM CONFIGUBAIIQN IMPACT RESISTANT ASSEMBLY DETAILS sEcnoN c=9 DRAWING 101893-A STOP MOULDING BY DOOR NSTA S R(70 SUIT) 20 GA MIN.GALV.STEEL END STILESECTIONB-B C MPACT-RESISTANT GLAZING OPTION) 2x8 YELLOW PINE JAMB v 20 GA.GALV.SIF]3 NIEL STILE 12 GA.GALV.STEED TRACK 18 GA.GALV. BRACKETS FASTENED TO WOOD JAMB STEEL.CENTER WCAn WITH ONE 5/18'x1-5/8'LAQ SCREW TO((IN))TER.STILES FCnM SNaOE PER TRACK BRACKEG X7/18•I.D.ROUND PUSHNUT SHE7=T#14x5/8• LNR rMlsaorRu.7RN:KMETAL 2•GALV.STEEL TRACK FASTENED 70 FASTENER(ONE PER ROLLER). SCREWS. WIEnKN.Msa1E aDEART 12 GA,GALV.STEEL TRACK 14 GAL GALV.STEL ROLLER HINGES FASTENED TO END pD S "NAMoo. BRACKETS.TRACK ATTACHED TO EACH STILES EACH W/(4)/14x5/8•SHEET METAL SCREWS ANDBRACKETWITHONE1/4•x5/8'BOLT 4)1/4•x3/4'SELF TAPPING SCREWS PER END HINGE INCaE 1wrY LA arm lomlR k NUT OR TWO 1 4'DIA.RIVES. p 8 ONUi@i ftem I FMMIwME IPRWESIAm®M NNE NN CONFOURNINN HE WOR OPENINGSRUNT2"nm AN x 5/eNR Nan A1u.K sues 2.10 BALL SHORT STEM STEEL ROLLER WITH DOESNOTTRACK RATING,OF THS MMSANKAmaSTEELORNYLONTRENORDNTAALINSTALLERORSUITES DOOR LE SuTRACK SUPPORT m IMPACT-RESISTANT CONSTRUCTION: OVER W TALL sOtn 000a9 aR 000Rs MN NPCCo1PL RP9err oKA>!N ARE Y 7Nl DOORS AND I1NOEltAwLcrr-Mssr xxr.oL NEc1a ANRm PalrJueawe rxartNAE No N10OA/aSINC Daoa LDoAN 9X24=.AN AAPOA"=KAM N A=RDW4 ERN NOTE; THE DESIGN OF THE SUPPORTING STRUCTURAL GA.GAU1.STEEL FUG BRACKET. Ie w DOCKAmB.Y NSOWID N CtRFUVQ ENR Ws smaw Ems INE ELEMENTS SHALL BE THE RESPONSIBILITY OF THE CH To P100D R WITH 13 GA GALV.STEN DYES.FLAG BRM WITHE9MIES°N70N@SEMN OF 11E ROMA MOND°DoE NO WENIASNML 9RNEE PROFESSIONAL OF RECORD FOR THE BUILDING OR 5/161.1-5/11- sof eA x Waop°L SDREyB,moE emLEDs WE RPACR-IrE aNr CEaEEAR>ns DIS aw1RR 16 Rx/EeN STRUCTURE AND IN ACCORDANCE WITH CURRENT RACK RSTEEL ucprEss:•Dso•MN,BUILDING CODES FOR THE LOADS LISTED ON THE F7jXmvTYP.,'j-;y1,-k12 GA.CAL' TRACKBRALTCEf RACIO:IS To 10'o.STANDARD ASSEMBLY DETAILS DRAWING. I3M. TRACK BRACKETS PER SIDE UP TO 1Y DOORDRAWING701893.8 c DISTANCE BETWEEN FLAG AND TOP TRACK(BRAC HOGHTNOTTOEXCEED30'O.C. I-SECTION B-B (NON-MPACT RESISTANT GLAZING OPTION) 8 Q4. rQ Y GALV.STEEL TRACK. -oRYPNNNI L• MN.TRACK 7HKXNFSS.060' H=TTHAT W FROM 0 OISHO ONO THAN SCPNZ.e-0 RPACB ICWMOREX1NAR-mmsm POOLNS'1. a FOR DOORS OVER $ 7W.2-1/2'x12 GA GAL).STEEL TRACK Ix-g 12'-0'HIGH.TRACK g 4)TRAGIC BRILf2(Ei5 PER SIDE LE'O' CONFIGURATION SHALLmu*mmmfflow Nor 60aAaD3-tre KA ESCEEDSOIDED. coW SPAA(FNG N RY LFORMOREDETNLFRQD. f0 s Lam. MHIM smw iS:Mo;nm 7r Hamm Lew 6 3•TRACK AVAILABLESAS OPIOCML 6!OR 111"AC'NC LIES AYEANENSM1COUTl105RA9(NNE OPTN OR NICHE CP m Plwac N lmvlAec9x WINEe'A1°° DESIGN LOADS: +30.0 PSF h -30.0 PSF.THE Done IxICt AsglLeLr NSWUItI N CtILPINI¢ TEST LOADS: +45.0 PSF& -45.0 PSF.MIN RR NCI NI IEEIS WE MAD LW/RlWNOONSRE11E1101MMXJ)M COOS OR NIEMWINYL NINFAL'71RITG PROMICT CODE VI SLMN RA7nt0 NAx.nkat sTIDREla°NDwRCO°`DEMOS REM= QW.CMPHR 16 FIG/NN). Clepay LONGS PANG:PAN-2"a3 Lorin PArEl:PAN-21`158 W5 16'0•w x 16'0•H DESCREPENCNEElbMARKWESTE6ELAP. B5B5 DIRGE BLVD, p,E 6, Building Products MASON,OH 45G40 " 1/26/96 MODEL 73 6/ 94; 16'W +30/-30 PSF P.E/23877, 513)770-4800 RAVING NUCE70 VF3xIOTASP.E 191513 COED an muvN Bri Clam taipm Man At IS"R-S& MWW 101693 A IBC N PLORMA PRODUCTT APPROO VAL 15279 City of Cape Canaveral, Florida CERTIFICATE OF OCCUPANCY Number of Units Fee: $50.00 This Certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Cape Canaveral BuildingDepartment. Address: 139 OAK LA CAPE CANAVERAL, FL Subdiv: TEUTONS SUBD Parcel: 24 371428 Al Construction Type: TYPE V Use Classification: UNDEVELOPED Permit Number: 11441 Date: 8/27/2015 ISSUED BY Owner: SHEROPA LLC 400 HARBOR DRIVE CAPE CANAVERAL, FL 32920 Work Type: 101- Single Family Detached Sprinklers RECEIVED AUG 2 7 2015 miSc2 ofO Many Certificate of omnler' Habitable Space) (Non -Habitable Space) Application is hereby made by the undersigned for a Certificate of Completion at the below specified premises as reflectedonBuilding Permit Number y_y1 Street Address:/ Type and/or Name of 24-3-4 Building: Oog CMP F Legal Description: [4 - -4 ' ) ('I' Zb - 0mw 0— wA . j() Zoning District: Special Conditions: Name ofOwner: t Mailing Address of Owner: ['^ ^J eei Address or P.O. Box Pe n cad yj City, State and Zip Code BUILDING AND FIRE DEPARTMENT APPROVAL Fire Inspector. Building Inspector: u Building Official: r1 „e. a 1. Architects or Engineem statement that badmg is built in accordance with approved plans and specifications on file with the City. f5ee Note Belgw DeteIncludeALLOriginalThresholdReports) 2. Engmeem or Architects statement that site construction is in accordance with the approved Site Plan and that all construction has been in compliance with applicable codes. (See Note Below) Date NOTE The above requirements pertain to multi-fandty (overtheee units) and allcommercialpeas. - 3. Plumbing Final am 4. Electrical Final 5. Mechanical Final 6. Sidewalk/Driveway 7. Sewer Connection S. All debris removed from site rrmpz+vr 2 frl 9. Approved for Mectric Service n 2 M 10. Building Permit Final pea. R rh 11. Approved for Hydrant Service FU Contact CCVFD) (ifapplicable) mp. Fire M"Q w Iz Dune Crossover (if applicable) N/A 13. D.O.T. Approval (if applicable) 111 1A IC Recorded Final Flat/Survey2ly 1 15. F.EKA- Celtl5ate rimpeeo<m / lg hapee.. Flea Review. 16. Post Construction Vertical Termite Barrier Yes NoTK1816.1) 17. County Impact Fees Paid Yes No is. Capital Expansion Impact Fees Paid Yes tc Nn. 1PAWRecelpr) 19. Sewer Impact Fee Paid Yes_ NoPaidRept) 20. Sidewalkimpact Fee Paid Yes— No ZSpud " 21. Final re -plat recorded (sec 98-62) yes— No Z 2z All related permits closedouO Yes No _ ROTC ALL D"ACTFEES SRALL BEPAM BY CERTIFIED FINDS) JOHN A. PEKAR, P.E., LLC Cvtl Enpin»ringlCenruRUp I tm i:olnmbia Drive Suns 20; t.epr Caneverd, Fl 32920 i[fia Phone: 3216132959 Callf`h.! 321-2a3-1000 juMPe6 pee@gmul.m J(cAfv.'Wf ..e. Ran M— mda..O® W— C.nlmNenW' Cea PYane: 321.0 il99 August 11, 2015 TO: Mike German FROM: John A. Pekar, PE SUBJECT: Oak Lane Drainage Review Based on a field investigation today of the two new homes constructed at the west end of Oak Lane (Parcels A.27 and A.10), we note the drainage systems have been constructed substantially in conformance to the approved City plans. At this time we recommend approval of a certificate of occupancy for each location. It should be noted, however, that without proper street construction of Oak Lane (and drainage outfalls), heavy rainfall will result in puddles around these properties. If you have any further questions please call Sincerely,' ,,. ter G L John A. Pekaq P.E. JAP:rmf r Date: 8/11/2015 CITY OF CAPE CNAVERAL Capital Expansion Trust Fund Impact Fees Sewer Impact Fees Project Name: Single Family Residence Permit Number -FMA" 1\4 Property Owner Sheroa LLC Address of Job Site Oct Oak Lane CONSTRUCTION CLASSIFICATION: Residential: XX Non -Residential: Calculation of Capital Expansion Impact Fees (fund 302) prepared by the Building Department) PARKS & RECREATION: LIBRARY: GENERAL GOVERNMENT: POLICE: FIREIRESCUE: AERIAL FIRE TRUCK: TOTAL CAPITAL EXPANSION IMPACT FEES: Calculation of Sewer Impact Fees (fund 401) prepared by the Building Department) SEWER IMPACT -RESIDENTIAL: SEWER IMPACT -COMMERCIAL: SEWER TAP FEE: TOTAL SEWER IMPACT FEES: TOTAL: 151.55 80.03 105.71 128.29 74.39 539.97 1348.8 SN. Ntl 1,3718 1913.77 RECUT BREVARD COUNTY 2725 JUDGE FRAN JAMIESON WAY VIERA, FL 32940 PPO COUNTY OQ M 0PlvgAO PA9 NO c0 e T 95M RlOA10P I% OF COuNr COM' Application: 141FR 00104 Application TY": DsvabPr 9nVlmpaciFcesllnwrpoialerlRiesgenlial Add.; 139OAKLN.CAPECANAVERAL,FL32920 Receipt No, Payment Method par Number Amount Paid payment Date CaahlerlD Comments Crack 4004 5471604 116272015 NAOMI ADKIN S Ownerinfo,: SHEROPALLC 400 HARBOR DRIVE CAPE CANAVERAL. FL 32920 Work Description: New SYgle Family Home r, the Coy M Cape Caneveral.As ofV19114 she building pamltl hasroi been aubmiaetl 0 the Cly of Cape Canaveral. Invoicelf Invoice Data Period Fee Item Fee 36757! 19-Feb14 FINAL CORR Fee Reentered 7199 FINAL EMS Fee Residential S38M FINAL Education Fee 4'5'40 FINAL Solid Waste Fee Residential 160'00 Subtotal: 4.7113'04 Total Fee: &4,71609 Note: Additional Fees may apply to obtain a Certificate of Completion, a Certificate of occupancy, ora Final Building Inspection. Please call the Central Cashier to verify. Contact Numbers Building Dept -638-2072, Cemral Cashier -633-2068, Coda Enbrcemaot-633-2086. Land Devebpmont- 633-2065, Licensing, Regulation, erg Enlacement -633-2058 Transportation Impaet Fees Remain Due Uniess the Certificate of Occupancy is obtained by BC -Receipt December 31, 2017. FORM A - IMPACT FEE APPLICATION BREVARD COUNTY LAND DEVELOPMENT CODE 2725 Judge Fran Jamieson Way, A-119, Vieva, FL 32940, Pboae: (321) 6332065, Fax: (321) 633-2052 PROJECTNAME: AZELA SITE PLAN NUMBER: LOCATION OF SUBJECT PROPERTY: Unincorporated O Incorporated City: CAPE CANAVERAL Address: 139 OAK LANE LEGAL DESCRIPTION: TwO, Rrig. 37 Sec. 14 Subdivision: TEUTONS Parcel I Block: Lot: A&B TYPE OF PROJECT: New Single Family Dwelling New Mobile Home Deeded Lot 1 Leased iduiii-Farniiy D..ditigs Condo Townhouse Apartment 1 - 2 Stories # of Units: 3+Stories #of Units: El Co—. ercial! Industrial Use. Square Feet: Number of Units: Addilionai information! Comments CONTROL NUMBER: PERMIT NUMBER: APPLICANT: COMPANY: TURNKEY CONSTRUCTION Address: 2M BROOKSHIRE CIRCLE City: MELBOURNE State: FL Zip 32904 lTelephone: ( 321 ) 544-5106 Fax: ( ) Cell. ( ) OWNER: SHEROPALLC COMPANY: Address, 400 HARBOR DR City: CAPE CANAVERAL State: FL Zip: 32920 Telephone: ( ) IFax: ( ) Cell: ( ) NOTICE OF IMPOSITION BRFVARD COUNTY IMPACT CEPS I hereby acknowledge that I have been informed that pursuant to Brevard County Ordinances, Impact Fees computed based upon the current fee schedule shall be due and payable to Brevard County prior to the issuance of a certificate of occupancy for construction pursuant to a building permit issued by the applicable permitting agency. I further acknowledge that I have been informed that the ordinances provide that this permit is a condition of receiving a certificate of occupancy, and that failure to remit the total fee may preclude the permitting agency from issuing a certificate Of occupancy. Payments may be made at Development Cashier, Government Center, Viera. I HEREBYCER71FY THAT ALL OF THE ABOVE INFORMATION IS TRUEAND CORRECT TO THE BEST OF MY KNOVASOGE-tandunsland that additional hnpacthea may ba assessed it change of use takes place on pmPary. LI L'd 9£6£69b LZ£ uogom)suoO,(erlu nj OF LAND SURVEY FOR and/or CERTIFIED TO: ohn Dismore RECEIVED AUG 03 1015 COMMENCE AT THE NORTHEAST CORNER OF LOT S. ACCORDING TO THE PLAT OF TUTENS SUBO/Vl5/ON, RECORDED IN PLAT BOOK 1, PAGE 22, OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLOR/54, THENCE RUN S 00'5429" E, ALONG THE EAST LIN.' OF SAID LOT B, A DISTANCE OF 66.00 FT, THENCE RUN N 89'J83J" W AND PARALLEL TO THE NORTH LINE OF S41D LOT B, A DISTANCE OF 7B6.J0 FEET TO THE POINT OF BEC/NN/NG, THENCE CONPNUE ALONG S41D LINE A DISTANCE OF 94.00 FT, THENCE RUN N 00'5429" W, A DISTANCE OF 112.00 FT, THENCE RUN S 89'3833" E. A DISTANCE OF 94.00 FT, THENCE RUN S 00'5429" E. 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