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Home My WebLink AboutCity of CC scan 3DRYWALL SCREWED MINIMUM DBL 2 X 4 TOP PLATE W 316d COM 11'4 TO STUDS NAILS PER STUD" MINIMUM 4FT SPLICE, 168 1 T STAGGER SPLICES MIN 8FT APART. 6'10 4'6 4' - - -DR, 26 S WD 2�N — — -- _ — ._._ ____ �....m.. — — .— ._ � _ - — — — — — _ — — — — — — — STUD 2 X 4 FIRE BLOCK AT ANY INTERSECTING a� SIZING bib tap at 8' . / CEILINGS OF DIFFERENT HE[GHTS NOTE.--_ _ -_-� ___ �__- �__---------------- -- STUDS AND POOL MINIMUM 2 X 4 STUDS SPACED 16'" OC Er�u1P \ �� / PLATES TO PREWIR 26 SH WINDOW / MATCH OBTAIN WALL HEIGHT FROM \ 10'4 , WALL \ 8 PORCH THICKNESS FLOORPLAN I INDICATED ( \ R /OD MINIMUM PT 2 X 4 PRESSURE TREATED ON ( \ , FLOORPLAN BOTTOM PLATE BOLTED TO FOOTING. Use 14-2 28'8 13 BUTTED GLASS NOTE: SILL 32" APF. / Ca 1/2"x '10" j -bolts embedded Ty deep 32" oc. if FR DR BOT OF HEADER T AFP. ALL HTS FROM c- I � y` DBL 26 SH WINDOW tr MAIN SLAB. STRAP HEADER TO FLAT 94�EILING 04 I egress t0 at 8' shearwall decrease spacing to 21 oc, Wedge ( MAST BEDRM g p TRUSSES ABOVE. � ♦ s'-- I , .. LAT 9'4 C F FJ G W bolts may be used in place of j -bolts for 1350 lbs of I � WALL 6" / I `ilo \ WALL '1 —. .:..... ....— -- — ....... uplift, I \men= 1/7"6 D SEE FLOORPLAN FOR U -strap each stud to top and bottom plates; see PH NO BEARING ON BUTTED N / INTERIOR BEARING I \ \ / W� connector .schedule � GLASS DEADER WALL LOCATIONS I \ WALL �- BOAC FRAME SLIDING DR ♦ca�cl ry TO CK REAR v FLAT 9'4 CEI LI _ — t FL LI G/ • TYP4"THKCONCSLAB ----------- 04 I I / 0 BEDROOM 1 . PL r SH r' 0' 12,"1 / SEE FOUNDATION PLAN FOR 1 4 4 10 light FOOTING STRUCTURAL 1 tan ( : P A SH light / / DETAILS AND LOCATIONS I SM \ STEP UP d" SM I I CO fan h, BEARING WOOD dB't2lll I c° o0 0 / BLK WL ry / PH INTERIOR BEA INC YYV® ----- I 12'6 c� \ \ / FLAT9i'CEILING/ TO 11' AFFx ♦. 5 3 eyebr 1 8 FRAME WALL not to scale 1 �e� - � � R 4'1 6"W GR RM 1 , I � SH AL /GREAT L 3 \r HIGH ♦ / -., Coax La 0 fan I I SH o -��, WALK-IN 1 SH Fcr it VV GFCI' R oa / v 12'4 O I i ,. ' U -strap each stud to top and bottom plates: 1 r I co _ I- g� E WALL WITH 3 3 6 Iw / al z / _ 1 INSULATE H MIN R=13 FG BATTS to see connector schedule I I = ,zovpl.;acx I` RKITCHEN i / N / a" PM or secpnl. R R E separate air -Gond sp 1 a r Q1 f FCr (O CLOSET p MINIMUM DBL 2 X 4 TOP PLATE W 3 16d COM � � l 5' CD PH / � Q r 1 � from non- air coed r? r FL 11' CEILING F- uJ I - 1 r ; NAILS PER STUD, MINIMUM 4FT SPLICE. I i 3'2 / ! / �w (00 STAGGER SPLICES MIN 8FT APART. 1 SHCID FCl I �p 1 SH c 9 it BI�TiI 4" 2a0v . i 16'8 6" bib STUD f REF P all k� chsn recepl kto 0 5' wide eyebr arch. bottom SM 2 X 4 FIRE BLOCK AT ANY INTERSECTING F T 9'a CEILING with I are gfd cbo p ven i t �p Hose protected 120v 8- air. top of arch 10' aff ( CO m 8 V SIZING CEILINGS OF DIFFERENT HEIGHTS LINE — — — — — — _ _ ' r j bib o I ex fan Icrowave / ! —LSA —p X32 NOTE: - CL, QV M \ 22.5 x 3 LATS SLK MINIMUM 2 X 4 STUDS SPACED 16" OC I Exfan 131 R ( F2. j i I - fan \ atticw clots 40 STUDS AND h o , p g� PLATES TO OBTAIN WALL HEIGHT FROM 48X48 I $ tempi 3 ` GFCI I br I ` 10 2 U ex fan _ las dr recessed " ELAUINUB / ♦. \ I \ fight - MATCH FLOur`PLAN GLASS TUB 2x4 tub shower LAUN \ I I pSafforM . WALL ~` R 20" high FLAT 9'4 CEILING \ open eyebr arch. round 12" I = tf? valve ro v top of arch 10' afF N \ dia deco a" \ �p MINIMUM PT 2 X 4 PRESSURE TREATED �R a , I ! THICKNESS - - BOTTOM B 41 -� v 1 col - . A Slid ! R O TOM PLATE BOLTED TO FOOTING. Use 1 5 4 6 m / 3 I I y,: SH s head f " " " n glass panels. �, X1 r — — — d" — —t C(,, SM 1 INDICATED 112 X 1 Q i -bolts embedded 7 deep 24 oc. If on a2°hull s bean �° co34 G , I \ �-- - \� } ON shearwall decrease spacing to 21 oc. Wedge , , -- FLAT 11' cEItING Q� CHAS to A 1 4 C'7 bolts may be Used in place Of J bolts 220v %�iR'�_ RA m PA�YTRY open a ebr arch. / 1 FLOORPLAN -� Install c c / y i I\ I I I 78 DUCT / 3 5S top of arch 10' off I \ FOYER \ light l bot of arch 9'aff FACE EA SIDE OF �� U -strap each stud to to n o ZX4blatfonr. AFF 1 p a # p and bottom plates. 240v d sc { r 12x12 box down I 11 SH FLAT 94 CEILING i 00 .. - .. WALL v Y ITH If -G17 - �-see connector schedule 3, t0 COI tGp I i R -FLOODS TV I fair - novtnr n r r ct'-0C%Ar�n AIR �/ • I I 1 F_nnDs;� -� � � \BEDROOM 3 � 1Bell v"�upport for BEARING MALL & FOOTING SIZE AND LOCATIONS N i FLAT 9'4 JOLING A a GFCI / M win above 42 AFF 6' , VERIFICATION REQUIRED GARAGE INTERIOR BEARING detail I N � � Y f I . I /2-27coloniai ane. To E I / U WOOD FRAME WALL not to scale 7 � GFCI42Ah / 'H oPE�DR `` of window9'aff p GtcIWP I PORCH R 1 RECEPT\ \ 4'10 8 r} Q - ♦ 24"AFFBLKKNEEWLw TRIPLE 2X12 WD BEAM. TOP OF BEAM 1S11`APFA4AIN i 3 '— . EREB BA—R DOWEL —EA — — — SLAB. 2 26 colonialArr Ml-_ANS.At".VB 1•INI$H rLK — — — — — — — — panegres V r A ELECTRIC METER VERIFIED. VERIFY THAT SLARHMGH'r ,COMPLY WITH LOCAL \ \ -. GORE REQUIREMENTS (POR ABOVE ROAD HEIGHTS. DRAINAGE _ -- - - - - - AND SEPTIC OR SEWER CONNECTIONS). VERIFY SETBACK AND � 1 � ♦ / \ 1 1 _ SLAB HEIGHT COMPLIANCE BEFORE PLACING CONCRETE IF l REBAR DOWEL CELL — — - . - TRFlSSES ARE REQUIRED, VERIFY ACCURACY OF FLOORPLAN - - - - .. f _♦ — RE AFF RDOWEL EA ELL I r DIMENSIONS BEFORE BUILDING ORCOMMISSIORIN'GTRUSSES. IF FIR IG typ rllssasperEngtrLlssplan " pump J/ \ 4 7 1 4 6 1 4 1 _ NEW WALLS ARE REQUIRED, VERIFY WALL HEIGHTS BEFORE, \ I I BUILDING ANY WALLS. - - - - - - - - _ tim 7 here - IF THIS PLAN IS FOR AN ADDITION, VERIFY THAT THEADDITION - - - - � _ - _ I - SEE PORCH ELEV VIEW FOR COLUMN HEIGHTS" MEETS ALL EASEIJENTANDSETBACK REQUIREMBVTS.ANY / Ico SEE SECTION VIEW FOR S CONDITION$ THAT ARE DIFFERENT THAN THOSE DEPICTED IN \ TI N E DETAILS THESE DRAWINGS OR THAT DO NOT COMPLY WITH CODE See connectorischedUle for truss to Wall / 1 19V REQUIREMENTS, MUST BE REMEDIED BEFORE PROCEEDING WITH connector typ6and size min Simpson r4 use \ . - CONSTRUCTION, NOTIFY BUILDER. OWNER. AND ENGINEER OF - Or Usp h4eatruss bib ♦ I : 1 \ I � . - ANY PLAN OR DESIGN DEFICIENCIES OR DISCREPATIGIES. - \ quaint AZALEA oaks version - U -strap each stud to tbp:and bottom plates. see / 1 '"E connector schedule : Jy p FLOORPLAN 114" = 1'0 ELEC SERVICE CALCULATIONS FACE EA SIDE OF V 16080 \ GENLIGH7-ING 2063 X3VA6189 VA 112" DRYWALL SCR I . LAUNDRY 1600 VA MINIMUM DBL 2X 4 TOP PLATE W 316d COM r� — — — — T � — — — — — — — KITCHENSASC@1500VAx2 150QVAx2 30.00 VA NAILS PER STUD. MINIMUM 4FT SPLICE. STUDS '4 16' 3'4 . RANGE 800D VA - .. DRYER 500D VA STAGGER SPLICES MIN 8FT APART. WATER HEATER 46Q0 VA OrSHWA$HER 16M VA 2 X 4 FIRE BLOCK AT ANY INTERSECTING If wall opening use a min of dbl 202 heads 22'8 19' MICROWAVE 1,500 VA DtsPosAt11x6 VA CEILINGS OF DIFFERENT HEIGHTS opening widti I. nail ea end of header to jai: 1176 POOL PUMP 1 V2HP 10A .2400 VA --I.- --. :... 9;7'- - - IRRIG. PUMP 3I4HP6A IW6 VA MINIMUM 2 X 4 STUDS SPACED 16" OC 6d corn nails and tie ea end of header to - 36621 VA TOTAL (where no waif opening) same truss ties use on trusses bearing on t IST 1oxW AT 100%10000 VA use the bearingtruss divided b two AEQUALS 26521 VA russ count y BALANCE AT 40. OFA 10.W8 VA OBTAIN WALL HEIGHT FROM many ties on ea end of header. PLUS 1ST 10 KW 10000 VA 8EQUALS 20606 VA FLOORPLAN _ ADD FORHEATIAC-HEAT PUMP - HEAT AT1QKw 100D0 VA - - - - STUD SIZING NOTE: S` ArCQ40Ax240v 960D VA MINIMUM PT2X4 PRESSURE TREATED C EQUALS 19600 VA BOTTOMPLOLTED TO FOOTINGPLATES TO MATCH , B+C= 40206 VA ATE B , Use 1N THICKNESS INDICATED 40,206 VX240V EQUALS i12"x 10" j -bolts embedded 7" deep 327` oc. If UBe SE o Secs sREQl1rRE shearwall decrease spacing to 21° oo, Wedge FLOORPLAN bolts may be used in place of j -bolts for 1350 lbs of uplift. U -strap each stud to top and bottom plates. see SEE FLOORPLAN FOR connector schedule INTERIOR BEARING WALL LOCATIONS BUILDING DEPT COMMENTS (ANSWERS IN ALL CAPS) Comment -1; Provide Engineer sealed clarification letter or revised sheet, that design meets current 2014 FBC 5th Edition and 2011 NEC. (DRAWING REVISED TO SHOW THIS. SEE UPPER R CORNER EA PAGE not clouded) Comment -2: One conflict in drawing data; Project Data Summary on drawing sheet 2 states older codes.(DRAWING REVISED TO SHO_ W CURRENT CODES ON data summary PAGE -2 clouded) Comment -3: design pressure for OH Doors on drawing sheet 2, minimum required pressure for 150mph Exposure C is +24.61"27.3 psf. Drawing was marked to note this. Submitted OH Door data of +301-30psf is good and meets FBC. No action required on this item, (NONE TAKEN) Comment -4: Engineer to clarify how many places this larger footing detail applies? "Typ Porch Block Column Pad" detail "ftg.8". (FRONT PORCH CORNER ONLY. SYMBOL FOR ftg.8 IS ON FRONT PORCH FOUNDATION PLAN p-3) Comment -5: Engineer to clarify NEW FRONT PORCH DETAIL on drawing page 4. Note calls for triple 2 x 12 wd beam, contrary to note on drawing page 1; (DRAWING REVISED TO SHOW TRIPLE 2X12 BOTH LOCATIONS not clouded) Comment -6: Clarify ceiling insulation proposed, R-30 is called for in energy efficiency data. Drawing states R-19 minimum. (DRAWING REVISED TO SHOW R-30 not clouded) Comment -7: Provide approved and signed Concurrency documents. (BUILDER TO PROVIDE) Joe Mace!ko Building Plans Examiner Cc: Mike German, Building Oftial Top of wtnjor 26 colonial LOCATIONS SHOWN $' pane egress. ARE APPROXIMATE. �I nTop of Window VERIFYACTUAL 71 "METER LOCATIONS CORNER BLY $ aff WITH POWER WALL 10' AFF v¢t COMPANY BEFORE typ blk w1 reinf Ctt of Cade �j t® II NG METERSOR w#Srebar l3IV. Ot�COQ S z"ICE LINES. iO4 NEI? 10 p 7 8'4 L ELECTRICAL (typical) 1 " All 120 volt, single phase, 15 and 20 ampere branch circuits supplying outlets installed in dwelling units shall be AFCI protected per section 210.12(B), 2011 NEC, 2. All 125 volt, 15 and 20 ampere receptacles shall be listed tamper resistant per section 406.'11.6, 2008 NEC. 3. In new dwellings and where alterations require a permit, the dwelling unit shall be equipped with smoke alarms as req for new dwellings. IRC 314.3.1. 4. An approved carbon monoxide alarm must be installed outside of each sleeping area in dwellings containing fuel -fired appliances and also in dwellings with attached garages. 5. All 1,20v wall receptacles in baths, gar, and kitchen and wp recept to be gfci protected. 6. On new homes a bonded breaker box is required as per details on THIS PLAN HAS BEFAN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS of THE 2014 FLORIDA BUILDING CODESth edition RESIDENTIAL and 2011 NEC HAROLD BERGSTEN, JR FL. P. E. # 43670 ph" 321-508-42666 14363 Win nd 32826 F. 8E 670 I t All BLOCKSHEARW t ¢,CjIpLO~ GHENT FROM GROUT FILLE L ES A STRUCTURAL SHEARWAL. _ WINDOW & DR COMPLIANCIE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FSC WIND LOAD AND LABELING REQUIREMENTS BLOCK WALL NOTES 8" X &"X 16" CMU 2 CELL HOLLOW CONCRETE BLOCK SHALL BE LAP BONDED W rrH 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 "LOCK AND SHALL, HAVE ONE #5 REBAR PLACED HORIZ WITH 25" LAPS IN GROUTED TROUGH ALONG ENTIRE BLOCK WALL PERIMETER. PRE CAST LINTEL HEIGHTS LINTEL BOTTOMS SHALL BE PLACED 16" LOWER THAN WALL HEIGHT, unless noted otherwise on pbrk> PREHUNG DOOR LINTEL BOTTOMS SHALL BE RECESSED UPWARD4". GARAGE DOOR LINTEL BOTTOMSHALL BE MEASURED FROM SLABAT OVERHO DOOR. USE DR HT ON FLOORPLAN, . VERIFY ALL LINTEL HEIGHTS WITH BUILDER BEFORE INSTALLING. NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARING 2 X 4 WOOD FRAME 2 Fr. OC. OR 16" OC IF BUILDER PREFERS. ADD 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 X2 PT ON WALLS AND BAND TOP AND SOTTOM.No air gaps in top band VERT STRIPS ARE 2' OC OR IF BUILDER PREFERS 16" OC USE 1 X 8 PTAs WALL NAILERS ONLY. USE 1 X 4 PT AROUND WINDOWS AND DRS. WALL HEIGHT NOTES ALL WALL HEIGHTS ARE MEASURED FROM MAIN SLAB. AFF MEANS'ABOVE FINISHED FLOOR`.. FINISHED FLOOR MEANS MAIN SiAS OR MAIN FLOOR LEVEL. OF STRUCTURE QUAINT AZ ALFA oaks version PROJECT SF CALCS 2063 TOTAL sf AC SP 494 Garages 350 R porches 102_F porch — TOTAL SF under roof PROJECT ADDRESS: FM AQ SEP SUBDIV BUILDER TURN KEY CONST. PH 4033263 DATE DRAWN JULY 8 2015 REVISION DATES: SEPT 18 2015 NEW SINGLE FAMILY HOME HUGH GRIFFITH - designer 9360 GRAND CAYMAN DR MERRITT ISLAND, FL 32952 327-698-2303 website.., griffithplans"com This plan, plan notes border notes and all pages are copyrighted 2010 by Grifilh Plana. No portion maybe reproduced or copied in any way without prior written permission hum Griffith Plans. All rights are reserved .and. will be protected and enforced in tbB evens of violation. PG 1 OF 4 FLOORPLAN elecxiser on this plan. ELEC RISER AND LOAD CALCS 7. Electric meter location shown is approx. verify actual meter location with power company before installing meter or service lines. OFFICE C051 Y �� 12" OVER HANG 21' VER ANG 16x16 block column DECKING NOTES a INSTALL 4X8 110NOM CDX PLYWD DECKING AT RIGHT ANGLES TO ROOF — — — — _ _ _ _ — _ �( — — — — , — — — — — — — v TRUSSESIRAFTERS BELOW 1 3 � I I 2 MIN PLYWOOD WIDTH IS 12" I STAGGER END JOINTS HIP I 14 I ! centered over framing ' member ® INSTALL STEEL H -CLIP 2 I I I BETWEEN EACH 6 PEAK UNBLOCKED 7 PLYWOOD SEAM NAILING SCHEDULE GABLE I I O NAIL DECKING 6" OC AT ! 6 EDGES AND INTERIOR WITH 8D RINGSHANK NAILS 49 I I 1 I NAIL DECKING 3" OC AT SUB 6 F.L FASCIA AND CORNERS AND AT ' JPS 1 HIPS WITH 8D RINGSHANK NAILS 0 NAIL DECKING 4" OC AT GABLE 6 VALLEYS AND GABLE ENDS WITH 8D RINGSHANK NAILS TYP ROOF DIAPHRAGM FOR FULLY sxa BLOCKING NOTES ENCLOSED STRUCTURES, NTS detail ® INSTALL 2X4 BLOCKING AT 4 GABLE END JOINTS 48" OC MAX WIND13ORNE DEBRIS PROTECTION WINDBORNE DEBRIS PROTECTION SUPPLIED SHALL BE EXTERIOR WALL SHEATHING UNLESS SPECIFIED OTHERWISE PRE-CUT, PRE -DRILLED, WOOD STRUCTURAL PANELS (PLYWOOD) MIN 711611 EXTERIOR WALL SHEATHING IS DESIGNATED ON THICK WITH A MAX SPAN OF 8 FEET, CORROSION DETAILS 112" (NOMINAL) CDX PLYWOOD 4 X 8 RESISTANT114!1LAG SCREW BASED ANCHORS SHALL BE SHEETS. 112" (NOMINAL) OSB 4 X 8 SHEETS MAY BE PERMANENTLY INSTALLED ON BUILDING TO ACCEPT USED IF DESIRED. (NAIL 6" OC W 8D COM NAILS.) PANELS (16' OC W1211 EMBEDMENT) FOR ALL NEW WINDOWS AND DOORS. 6/12 ROOF PITCH ENTIRE ROOF �1- OFF -RIDGE VENTS J _ ._ _ _ I • 1 11 I Ll I -i • I I • 1 I • I. • ! I 13 I I � 1 1 I I 12" OVER HANG 21' VER ANG 16x16 block column ALL NEW WINDOWS AND ORS TO - - ■ ■ WIN. ■ ■ ■ - ■ : _ - FSCWIDLOADDAND LABEXTERiROERQOCOMPLYWI7H RFNENTS .. - - SLAB NOTES .. W1Al 4" THICK 3000 PSI CONGMIN CONCRETE SLAB WITH 6X610110 V YYI VV VVWF tQ f —4 .. .. IIVAPORBARR ER O'fIER TERM E TREATEDOSOIL. OTHER PROVEN " ■ ftg 4 ♦ for 1 Strj/ as DROP SLAB NOTES - - - - -Cq) - - - - - - SLAB CUT EXP JOINT - - - .. - co for A 1e�?tr� - -. blk wl MIN 2"CLEARANCE FROMALL RE8AR 70 EDGE OF FOOTING OR SLAB. NOTIFY BUILDER OF ANY DIMENSIONAL ERRORS BEFORE IN GARAGE DROP SLAB2"AT STEP DOW.NAI+IpSLOPE GOWN TO A TOTAL DROP OF 4"AT OH GAR DOOR: BEVEL ■ %� blk WI / �: - � DROP SLAB T" _. _ FOOTING DIG OUT. . OR RECESS SLAB ,12"UNDER CAR DOOR.. BOLT EMBEDMENT IN EXTERfOR SLAB AND FOOTING NOTES: ON PORCH SLABS DROP 4"AND SLOPE 11T TO OUTSIDEEDGE. . BEARING WOOD FRAME WALLS pr ryl CHECK FLOORPLAN FOR ANY 14ANDICAP PROVISIONS THAT _ _ - - - T � :LAB OR FIBE.RMIX CONCRETE. � _ _ _ _ � . - WELDED WIRE IN S .. 8 G `'IF _ OVERIDE THESE DROPS. - - - 17'$ - FOOTINGS FOR FRAME WALLS F :. G CURB NOTE,. IN GARAGE INSTALL 7112" WIRE LEVEL CURB - - - - - - SOIL PREPARATION NOTES - FOR SLK WALLS AND 6" WIDE LEVEL CURB FOR EXTERIOR - - - - - - - - o - -. - - - B PROPERLY MIXED, PLACED AND CURED. SHALL E .. WOOD FRAME GARAGE WALLS. INSTALL SIMILAR CURBS AT BEYONp.SHRLL HAVE ALL VEGETATION. STLiMPS AND ORGANIC U DEBRI[S REMOVED. ADDED $HALLLAR ■ 6 RECESSED SHOWERS ALONGStOE EXTERIOR WALLS. AD PROPERLYPLA�D,LEVELED. ADSGO n n 3 FOR STEM WALLS AND F OR WALLS and SLABS and . ■ ■ WIN. ■ ■ PLUMBING RISER NOTES .- FooTING S, location -see Bath roc n IMPORTANT NOTE. 00 A P C WASTE LINES. MINIMUM 118" PF SLOPE. INSTALL ALL V E SLEEVE AT EACH EXTERIOR FOOTING INTERS!=CTIDN. INSTALL FOOTING NOTES - LIDER 1 AT S CLEANOUT NEAR HOUSE WALL AND AT GRADE LEVEL ABOVE CONCRETE EBARMMUM 3000 PSIREVESS - - - - : - - ■ - CONTINUOUS IN BOTTOM OF FOOTING. OBTAIN RESAR COUNT p ftg—''F - FROM TYP FOOTING DETAIL. LAY REBAR HORIZONTALLY ON WIRE CHAIRS IN BOTTOM OF FOOTINGS, MAINTAIN MINIMUM LAP OF 25" _ AT ALL SPLICES WIRE T1E ALL LAPS. P LACE 195 CORNER BAR - _ .. AT ER EXTERIOR FTG INTERSECTION ■ ■ r. ■ _ ■ ■ for lstry BLOCK WALL REBAR NOTES blk WI - - - - - - - - - - - - - EMBED 96 REBAR vertical DOWEL wtlh standard bottom bend AMIN ftg-4 OF 6" OEEP INTO FOOTING AT ALL. GROUTED CELL, LOCATIONS :1 INDICATED ON FLOORPLAN. ALLOW A MIN OF 25" V[SiBLE ABOVE . ... - - .- ._ _ _ _ _ .. ■ SLAB. HOLD IN 4" FROM OUTER EDGE - for 1 - REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 Stry #5 REBAR WITH A STANDARD STRENGTH OF 40,000 PSI, AS bIk WI .. - - - .. - .. REINFORGEMENTINALL CONORETEFOOTINGS,WALLS, - CONCRETE BEANS AND COLUMNS oorp CHECK FLOORPLAN FOR DOVVNDRAFT -_ W I N. METAL WEATHERPROOF ON ALL VENTS THROUGH ROOF. 82,� ■ COOKTOPS, ISLAND ELEC AND OTHER floorplan ■ �— ITEMS REQUIRING UNDER SLAB WIN. Recess INSTALLATION. Shower 4" Q ■ O Hold rebar dowel in �--- oQCJAIN�' t 4 ftg-3a LEA O 4 from edge of all _ 10'8 unshaded exterior oaks version gar int footings wd WI ;� ftg-3a 11'4 ■ B 2,R gar int ftg-4 DROP GARAGE SLA PROJECT SF CALCS AND SLOPE TO 4° TOTAL wd wl r 1stry DOORWAY 4 ftg-4 2063 TOTAL sf AG SP DOORWAY DROP AT OVERHEAD blk wl ■ ■ for 1 stry 494 Garages GAR DR blk wl 350 R porches ■ ftg-5 M S� _ 1()q F porch N ■ ■ WIN, ■ ■ ■ ■ ■ WIN. ■ ■ --39)90 - TOTAL SF under roof for gar 1stry blk 10'4 — ■ ■ WIN. ■ ■ wl DROP SLAB 4" d PROJECT d' ADDRESS, TYP 7-1/2" WIDE ■ ■ ■ ■ ■ ■ ■ ■ SUBOIV LEVEL CURB for - ftg-5 ext block gar WaIIS suI�DER TURN KEY CONST, for gar S ftgftg"$ PH 403-3263 JULY 8 2045 1 stry bik oo blk col DATE OFiAwN SEPT 18 2016 for 1 Stry REVISION DATES: BEVEL OR RECESS AT wl blk wl Pad NEW SINGLE FAMILY HOME GARAGE DR 16 314 HUGH GRIFFITH -designer 22'8 10' T S'4 1360 GRAND CAYMAN DR MERRITT ISLAND, FL 32952 57' 321698-2303 website"- giriffithplans:com REBAR DOWEL. NOTE; EMBED #5 REBAR DOWELS WITH 10" BOTTOM _ This plan, plan 'notes boiler notes and all pages are copyrighted 2010 . g BEND A MIN OF 6" DEEP INTO FOOTING AT ALL GROUTED CELL � � byGrMhPians. No portion rnapbefeproducedorcopied Inanyway without gerved an wrhten permission fission from forded In ns,the All vent d vials 1/4 _ LOCATIONS INDICATED ON FLOORPLAN. ALLOW A MIN OF 25" VISIBLE reserved andwillbeprotectedand enforcedintheeventofviolallon. FOUNDATION ER ABOVE SLAB. HOLD IN 4n FROM OUTER EDGE, UNLESS OTHERWISE ■ ■ NOTED. F sons �th foor anVerit all dimen FOOTING NOTE; TYP-12" WIDE X 16" DEEP 3000 PSI MINIMUM CONCRETE FOOTING W 2 # 5 STS. REBAR CONT. MW 25" LAPS, SLAB, FouivnATloN & FOOTING DETAILS, PLUMBING RISER DIAGRAM SLAB CUT EXP JOINT - - - MIN 2"CLEARANCE FROMALL RE8AR 70 EDGE OF FOOTING OR SLAB. NOTIFY BUILDER OF ANY DIMENSIONAL ERRORS BEFORE ■ FOOTING DIG OUT. . BOLT EMBEDMENT IN EXTERfOR SLAB AND FOOTING NOTES: BEARING WOOD FRAME WALLS " E'K USE CX6 SLABS SHALL BE A MIN OF 4THICK CONCRET� TYP 112" 10" J EMBEpDEq 7" DEEP 1NT.0 FOOTING EA 24" _ - - - T � :LAB OR FIBE.RMIX CONCRETE. � _ _ _ _ � . - WELDED WIRE IN S .. _ - _ _ . � �.. _ _ _ _ _ _ _ ftg 4 _ X -BOLTS ALO ONE BOLT 8" FROM ALONG EAC G EVISIBLE ABOVESLA6Top IN �,o ft�AR ALSO s .. .. FOOTINGS FOR FRAME WALLS F :. G CONCRETE SLABS AND FOOTINGS SHALL HAVE A 28 DA Y for 1 Stry SOIL PREPARATION NOTES PSI MINIMUM AND _0 COMPRESSIVE STRENGTH OF 3000 3 blk wl - rt3 o PF $011, AREA UNDER BEARING CAPACITY.O SOIL AREASNDER BUILDING A�D 5SFT B PROPERLY MIXED, PLACED AND CURED. SHALL E i _ BEYONp.SHRLL HAVE ALL VEGETATION. STLiMPS AND ORGANIC U DEBRI[S REMOVED. ADDED $HALLLAR - MINIMUM CONC LAYER PROTECTION OF REINF SHALL BE 2 6 AD PROPERLYPLA�D,LEVELED. ADSGO n n 3 FOR STEM WALLS AND F OR WALLS and SLABS and . ■ Bath ■ PLUMBING RISER NOTES .- FooTING S, location -see Bath roc n IMPORTANT NOTE. 00 A P C WASTE LINES. MINIMUM 118" PF SLOPE. INSTALL ALL V E SLEEVE AT EACH EXTERIOR FOOTING INTERS!=CTIDN. INSTALL ��` CLEANOUT NEAR HOUSE WALL AND AT GRADE LEVEL ABOVE . - .:,.._ .. -.. : ..:' ' - : f1 lan Iocatlon-see 0 - - SEWER CONNECTION. iNOMINALVJ=NTAND LINE SIZES SHOWN MAY BE MODIFIED BY PLUMBING CONTRACTOR. INSTALL SOFT oorp CHECK FLOORPLAN FOR DOVVNDRAFT -_ W I N. METAL WEATHERPROOF ON ALL VENTS THROUGH ROOF. 82,� ■ COOKTOPS, ISLAND ELEC AND OTHER floorplan ■ �— ITEMS REQUIRING UNDER SLAB WIN. Recess INSTALLATION. Shower 4" Q ■ O Hold rebar dowel in �--- oQCJAIN�' t 4 ftg-3a LEA O 4 from edge of all _ 10'8 unshaded exterior oaks version gar int footings wd WI ;� ftg-3a 11'4 ■ B 2,R gar int ftg-4 DROP GARAGE SLA PROJECT SF CALCS AND SLOPE TO 4° TOTAL wd wl r 1stry DOORWAY 4 ftg-4 2063 TOTAL sf AG SP DOORWAY DROP AT OVERHEAD blk wl ■ ■ for 1 stry 494 Garages GAR DR blk wl 350 R porches ■ ftg-5 M S� _ 1()q F porch N ■ ■ WIN, ■ ■ ■ ■ ■ WIN. ■ ■ --39)90 - TOTAL SF under roof for gar 1stry blk 10'4 — ■ ■ WIN. ■ ■ wl DROP SLAB 4" d PROJECT d' ADDRESS, TYP 7-1/2" WIDE ■ ■ ■ ■ ■ ■ ■ ■ SUBOIV LEVEL CURB for - ftg-5 ext block gar WaIIS suI�DER TURN KEY CONST, for gar S ftgftg"$ PH 403-3263 JULY 8 2045 1 stry bik oo blk col DATE OFiAwN SEPT 18 2016 for 1 Stry REVISION DATES: BEVEL OR RECESS AT wl blk wl Pad NEW SINGLE FAMILY HOME GARAGE DR 16 314 HUGH GRIFFITH -designer 22'8 10' T S'4 1360 GRAND CAYMAN DR MERRITT ISLAND, FL 32952 57' 321698-2303 website"- giriffithplans:com REBAR DOWEL. NOTE; EMBED #5 REBAR DOWELS WITH 10" BOTTOM _ This plan, plan 'notes boiler notes and all pages are copyrighted 2010 . g BEND A MIN OF 6" DEEP INTO FOOTING AT ALL GROUTED CELL � � byGrMhPians. No portion rnapbefeproducedorcopied Inanyway without gerved an wrhten permission fission from forded In ns,the All vent d vials 1/4 _ LOCATIONS INDICATED ON FLOORPLAN. ALLOW A MIN OF 25" VISIBLE reserved andwillbeprotectedand enforcedintheeventofviolallon. FOUNDATION ER ABOVE SLAB. HOLD IN 4n FROM OUTER EDGE, UNLESS OTHERWISE ■ ■ NOTED. F sons �th foor anVerit all dimen FOOTING NOTE; TYP-12" WIDE X 16" DEEP 3000 PSI MINIMUM CONCRETE FOOTING W 2 # 5 STS. REBAR CONT. MW 25" LAPS, SLAB, FouivnATloN & FOOTING DETAILS, PLUMBING RISER DIAGRAM THIS PLAN HAS SEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODER Stir: edition RESIDENTIAL and 2011 NEC HAROLD BERGSTEN; JR FL. P. E. #43670 ph, 321-508 66 14863 o f1 328�,,�- S IP i I BLOCKS I OY6;. ESC EGMENT FROM GROU LAIaTT TES A STRUCTURAL SH L . - WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH - FBC WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES 1F SLAB FLOORS ARE INDICATED ON PLAN, ALL CAST IN PLACE CONCREM SHALL HAVE A28DAY COMPRESSIVE STRENGTH OF 31000 PSI MINIMUM. AND SHALL BE PROPERLY MIXED, PLACED AND CURED. USE 6X0 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE 1N ALL LIVING AREAS. MINIMUM. CONCRETE COVER FOR REINFORCEMENT SHALL BE NOT LESS THAN 21FOR WALLS and SLABS and 3" FOR STEMWALLSAND FOOTINGS. ALL CONCRETE FOOTINGS SHALL HAVE A MHKfJM OF 2 # 5 STEEL REBAR COWNUOUS AND A #5 CORNER BAR AT EXTERIOR FOOTING INTERSECTIONS. ATEACH GROUTED CELL LOCATION INDICATED ON FLOORPLAN EMBED A vertical 45 REBAR DOWEL WITH BOTTOMBEND,'6" DEEP INTO FOOTING ANDLEAVEAMINOF25"VISIBLE ABOVE SLAB LEVEL. BLOCK WALL NOTES IF BLOCK WALL$ ARE INDICATED ON PLAN, USE 9'X H"Xf8"CMU2 CELL HOLLOW CONCRETE BLOCK SHALL BE LAP BONDED WITH HIGH STRENGTH MORTAR . ONE # 5 REBAR DOWNROD W TOP BEND SHALL BE PLACED W EACH GROUTED CELL INDICATED ON FLOORPLAN. TOP COURSE OF WALL BLOCK SHALL BE LINTEL L •RLOCK AND SHALL HAVE ONE #5 REBAR PLACED HORIZ WITH 25" LAPS IN GROUTED TROUGH ALOING ENTIRE BLOCK WALL PERIMETER. GROUT IN BEAM, LINTELS AND FILLED CELLS SHALL BE. CONSOLIDATED BY RODDING OR MECH VIBRATION, 6 X 5 CLFANOUTS ARE REQ 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 OTHERWISEINDICATEDONFLOORPLAN. MIN OF8"BEARING OF MASONRYAT EACH END OF LINTEL, ALL LINTELS TO CONTAIN 1 #5 REBAR PLACED HORIZ N 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" HTINSHIGHWALLS. WALLS97"ANDFHGHERUSEDO,UBLE2X12 HEADER. 2 x4 JACK STUDS REQAT EA END OF BEARING HEADER, OPENINGS UP TO 3' USE I JACKE4 END. OPENINGS OVER 3' BUT UNDER 6' USE 2 JACKS EA END. OPENINGS V BUT UNDER S USE 3 JACK STUDS EA END. OPENINGS B, TO 1o` USE4 JACKS EAEND. STRAP EA HEADERENO TO STUDS FOR UPLIFT AND LOAD PATH. REQUIREMENTS. REFER TO - TRUSS ENGINEERING. FOR LOAD AND REFERTO CONNECTOR SCHEDULE FOR PROPER STRAP, MATCH END STUD COUNT TO JACK STUD COUNT, WINDOW HEADER BOTTOM 81"AFF for 8'4hwall NON-BEARING WALL NOTES UNLESS OTHERWISE NOTED ON FLOORPLAN ALL INTERIOR WALLS ARE NON-BEARENG 2 X A WOOD FRAAe 2 FT. OG. OR 16" OC IF OUILDERPREFERS. ADD SECURE BLOCKING INWALL CAB AREAS ANO AT ALL VERT JOINTS. FIRESLOCKAS 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 BAND TOP AND BOTCOM.No air gaps in lop band VERT STRIPS ARE Z OC OR IF BUILDER PREFERS 16"00 USE 1 X 8 PT AS WALL MAILERS ONLY, USE i X4 PT AROUND WINDOWS AND DRS. EKTERIOR WALL SHEATHING IF EXTERIOR WALL SHEATHING IS DESIGNATED ON DETAILS 112' (NOMINAL) COX PLYWOOD 4 X 8 SHEETS. 112" (NOMINAL) OSB 4 X 8 SHEETS MAY BE USED IF DESIRED. (NAIL 6" OC W 8D COM NAILS.) REBAR NOTE UNLESS OTHERWISE NOTED, USE MIN GRADE 40 #5 REBAR WITH A STANDARD STRENGTH OF40,OOD PSI, AS REINFORCEMENT WALL CONCRETE FOOTINGS, WALLS, CONCRETE BEAMS, AND COLUMNS. QUAINT AZALEA oaks version PROJECT SF CALCS 2063 TOTAL sf AC SP 494 Garages 350 R porches 109 F porch -3999-- TOTAL SF under roof PROJECT ADDRESS: SEP SUBDIV BUILDER TURN KEY CONST. PH 4033263 DATE DRAWN JULY 8 2015 REVISION DATES: SEPT 182015 NEW SINGLE FAMILY HOME .HUGH GRIFFITH - designer 9360 GRAND CAYMAN DR MERRI7TISLAND, FL 32952 329-698-2303 website_,. griffithplans.com This plan. plan notes border notes and all pages are copyrighted 20,10 by Griffdb Plans. No portion may be reproduced or copied In any way Without prior mitten permission from Griffith Plans. All rights are .reserved and will be protected and enforced in the event of violation. PG 4 OF 4 STRUCTURAL DETAILS WALL SECTIONS