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HomeMy WebLinkAboutCity of CC scan 1ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th edition RESIDENTIAL THE ENGINEERING THIS PLA OES NOT COVER ELECTRICAL, HARV SEAL � Q ` Z, Ei s s r �LU E fy CONSULTING 10 ENGINEER, HARD ECS, JR P"E, FL. P. E. # 43670 PH: 321508.-4266 ADDRESS,. - 63 WINGFOOT RD ORI_ANDO,fL 32826. BLOCK SHEARWALL NOTE; EACH BLOCK WALL SEGMENT FROM GROUT FILLED CELL TO CELL, CONSTITUTES A STRUCTURALSHEARWALL WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS BLOCK WALL NOTES 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 45 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 other ise on plan> PREHUNG DOOR LINTEL BOTTOMS SHALL BE RECESSED UPWARD 2", GARAGE DOOR LINTEL BOTTOM SHALL BE MEASURED FROM SLAB AT OVERHD 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 FT. OC. OR 16" OC IF BUILDER PREFERS, ADD BLOCKING IN WALL CAS AREAS AND AT ALL VERT JOINTS. FIREBLOCK 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 BAND TOP AND BOTTOM .No air gaps in top band VERT STRIPS ARE 2' OC OR IF BUILDER PREFERS 16" OC USE 1 X8 PT AS WALL HAILERS 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 SLAB OR MAIN FLOOR LEVEL OF STRUCTURE 2377 TOTAL sf AC SP 564 Garage 172 R porch 50 F porch 3163 TOTAL SF under roof PROJECT ADDRESS: SUBDIV BUILDER TURNKEY CONSTRUCTION PH 321-403-3263 DATE DRAWN JULY 8 2015 REVISION DATES: TOUCAN oaks version 2377sf (gar Left) HUGH GRIFFITI.1- designer 1360 GRANA CAYMAN DR MERRIrrISLAND, FL 32952 321-698-2303 emall.., grlfflthplansWahoo.com website.- grffr7thplans com This plan, plan notes bordetnotes and all pages are copy6phled 2014 by Grifri0a Frans. No porton maybe reproduced or copied iR anyway without prior wnttenpem tsslon ffom GrtffM Plans. All rights are reserved.ano will be proteaed and enforced m the event of violation. PG 1 OF 4 FLOORPLAN ELEC RISER AND LOAD CALCS PROJECT DATA SUMMARY RESIDENTIAL — DESIGN FOR PROTECTED OPENINGS, 150 MPH Hurricane Resistant Construction.for Wind -Borne Debris Region. APPLICABLE CODES.- RESIDENTIAL. ODES.RESIDEeNTIAL. 2414 FBC 5th edition RESIDENTIAL. includes Mechanical, Plumbing, Accessibility, and Energy ELECTRICAL CODE 2011 National Electrical Code FIRE CODE: FL FIRE PREVENTION CODE 5th edition (NPPA 1, 2012 edition) STRUCTURAL FORCES SOIL DESIGN 2000 PSF ASSUMED FLOOR DESIGN LIVE LOAD 40 PSF OR AS PER TRUSS DESIGN BY OTHERS DEAD LOAD 3O PSF ORAS PER TRUSS DESIGN BY OTHERS ROOF DESIGN LIVE LOAD 16 PSF ORAS PER TRUSS DESIGN BY OTHERS DEAD LOAD 25 PSF OR AS PER TRUSS DESIGN BY OTHERS WIND DESIGN ULTIMATE WIND SPEED 150 MPH, NOMINAL 116 MPH WIND EXPOSURE „C" INTERNAL PRESSURE COEFFICIENT .18 (INCLOSED) shutters or impact glass regd, BUILDING RISK CATEGORY 11 MAIN WIND FORCE RESISTING SYSTEM all loads in PSF ROOF -34.33 PSF THIS. STRUCTURE IS DESIGNED AS ENCLOSED shutters or impact glass reqd. SIDES -38.56 PSF LEEWARD -30,10 PSF WINDWARD 41,35 PSF COMPONENTS AND CLADDING DESIGN PRESSURES WIND PRESSURES PSP MIN READ. FOR OH DOORS 31.85 -35.09 MIN READ. FOR SLIDING DOORS 34.74 -44.24 MIN REQD, FOR ALL OTHER DOORS 37:21 -49.17 MIN REQD, FOR WINDOWS 38.18 -51.12 OVeril FOR. SHINGLE ROOF NAIL EA SHINGLE WITH A MIN OF 6 GALV 12 GAGE ROOFING NAILS DRIVEN A MIN OF 314" DEEP INTO THE ROOF DECK TO MEET WINDLOAD REQUIREMENTS ROOF DECK NAILING INSTRUCTIONS ARE PROVIDED IN ATTACHED ROOF DIAPHRAGM DETAIL. WINDOW AND DOOR ANCHORING AS PER MANUFACTURER REQUIREMENTS, i Tdr roc nb br[trto rnd,iLrr=nYrnwr cr�r rsl rrw 4.,- a7:-, w w..te 1.... #.. c— ►.,..1AF .........,.e..6,— ....,.. 12 TwMAIV oaks verwon ITsf (gar Cad# I overhang IfUGH OWFf'I',H - designer 1360 GRAD .CAYMAN DR NEEiRRITr1SLA11l,D, FL 32952 SZI-6902303 email... gifiMplans@yahoo.com wvebsdte.., grtMplans.com Thi& plan, plan notes border notes and all pages are Oppighted 2014 by Griffith Plans. No portion Wray bereprodui ad or copied in any waywitbout prior written permission from Griffith Plans. Ali rights are reserved and will be protected and enforced in the event of uioladon. PG 2 CSF 4 drop porch slab 4° ELEVATIONS, CONNECTORS &. =FASTENERS. N T C1 EVAT I C) N 114' = 1 inFASTENERS. ENGINEERING NOTES. juDmi 11 I=U I U L-NUINt✓EK FOR REVIEW PRIOR TO FABRICATION BY TRUSS CO. APPROVED 72" DRAWING SHALL INCLUDE LAYOUT, DESIGN overhang LOADS, REACTIONS (DLL AND LL) AND ALL INFORMATION FOR INSTALLATION. TRUSS STUCCO DESIGN SHALL INCLUDE UPLIFT CALCS AND DESIGN LOADS FOR GRAVITY AND UPLIFT ALL APPROVED DRAWINGS AND CALCS MUST BE SEALED BY A FL REGISTERED ENGINEER. ALL BRACING CALLED FOR IN TRUSS DESIGN IS TO BE PROPERLY INSTALLED, TRUSS COMPANY MUST NOTIFY ENGINEER In writing OF ANY PLAN DISCREPANCIES or changes IN BEARING POINTS, ROOF DESIGN - OR FOOTING, LOCATIONS NOT INDICATED ON THIS ORIGINAL PLAN, THIS PLAN WAS . DESIGNED BEFORE and without benefit of THE TRUSS DESIGN AND ANY MODIFICATION TO MEET TRUSS REQUIREMENTS IS THE RESPONSIBILITY OF THE. TRUSS CO AND THE BUILDER. ROOF 111IDTE$ UNLESS OTHERWISE INDICATED ON ELEV VIEWS, TYP ROOF COVERING IS SHINGLES OVER 15130 LB ASPHALT MLT. ROOF VENTILATION IS .RIDGE OR OFF RIDGE VENTS 6112 ROOF PITCH LOCATED AT HIGHEST ROOF PEAK OVER 10 FT LONG. SEE ELEV VIEWS TO CONFIRM, ENTIRE ROOF - TEXTURED SHINGLES PROJECT 91 Tl Q ADDRESS* 4`6 -....— 4'6 I SUBDIV I I r I BUILDER 7UI�Nk EYCONSTR�iCTION i I I I pH 321-403-3263 I I I DATE DRAWN JULY 8 2015 c umn fop REVISION - DATES 12 TwMAIV oaks verwon ITsf (gar Cad# I overhang IfUGH OWFf'I',H - designer 1360 GRAD .CAYMAN DR NEEiRRITr1SLA11l,D, FL 32952 SZI-6902303 email... gifiMplans@yahoo.com wvebsdte.., grtMplans.com Thi& plan, plan notes border notes and all pages are Oppighted 2014 by Griffith Plans. No portion Wray bereprodui ad or copied in any waywitbout prior written permission from Griffith Plans. Ali rights are reserved and will be protected and enforced in the event of uioladon. PG 2 CSF 4 drop porch slab 4° ELEVATIONS, CONNECTORS &. =FASTENERS. N T C1 EVAT I C) N 114' = 1 inFASTENERS. ENGINEERING NOTES. ENGINEERING NOTE THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th edition RESIDENTIAL THE ENGINE=ERING ON T IS PLAN DOE OT COVER ELECTRICAL, HARV U SEAL i r r E� t � 3 ti r 7� t CONSULTING ENGINEER: HAROLDISEREISTEN, !R P.E. FL. P. E. # 43670 PH: 321-508-4266 ADDRE85:14363'WINGFOOT RD ORLANDO,FL 32826 BLOCK SHEARWALL NOTE, EACH BLOCK WALL SEGMENT FROM GROUT FILLED CELL TO CELL CONSTITUTES A STRUCTURAL SHEARINALL, WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBC WIND LOAD AND LABELING REQUIREMENTS SLAB NOTES 4" THICK 2500 PSI CONC MIN. CONCRETE SLAB WITH 6 X6 10110 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 STEL DOWN AND SLOPE DOWN TO A TOTAL DROP OF 4" AT OH GAR DOOR. BEVEL, OR RECESS SLAB 112" UNDER GAR DOOR.. ON PORCH SLABS DROP V AND SLOPE 112" TO OUTSIDE EDGE. CHECK FLOORPLAN FOR ANY HANDICAP PROVISIONS THAT OVERIDE THESE DROPS. CURB NOTE: IN GARAGE INSTALL 7112' WIDE LEVEL CURB FOR BLK WALLS AND 6" W IDE LEVEL CURB FOR EXTERIOR WOOD FRAME GARAGE WALLS. INSTALL SIMILAR CURB AT RECESSED SHOWERS ALONGSIDE EXTERIOR WALLS. FOOTING NOTES MINIMUM 2500 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 fiend 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 1/2'X 10" J -BOLTS I=MBEDDED 7" DEEP INTO FOOTING EA 24" ALONG PERIMETER WALL. ALSO PLACE ONE BOLT W 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 1/8" AF 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. PROJECT ADDRESS: SUBDIV BUILDER TURNKEY CONSTRUCTION PH 321-403-3263 DATE DRAWN JULY 8 2015 REVISION DATES: TOUCAN oaks version 2377sf (gar left) .HUGH GRIFFMH - designer 1,360 GRAND CAYMAN DR MERRnT ISLAND, FL .32952 321-698=2303 email.., giMfhplans@yahoo.com website,.. grffflthplans.com Thi&plan. plan notes border notes and all pages ate copyrighted 2014 by Od%th Pians. No portion maybe reproduced or copied in anyway wlttrout priorwritten pemrission fmm GWfith pim All dghtsare reserved and veil) be protected and enforced in the event of viora#on. PG30F4 SLAB, FOUNDATION & FOOTING DETAILS. PLUMBING RISER DIAGRAM . TO WALL AND CONNECT EA SEAM TO COLUMN TYP TRUSS I ® NAIL DECKING 6 OC AT EDGES REINFORCED U-BLK ON LINTEL TOP (EACH CONNECTOR TO MEET PRECAST LINTEL I I AND INTERIOR WITH 8D ROOF TYP HORIZ #5 REBAR �Q AS SHOWN IN WIN -DOOR WINDLOAD REQUIREMI`NTS} Ses STRAPPED W 1 # 5 STL REBAR TYP #t W TOP LINTEL 'T` I RINGSHANK NAILS . LINTEL DETAIL . connector schedule IN GROUTED . TO BOND DEBAR BLOCK solid pour . TROUGH I I © NAIL DECKING 3" OC AT SUB . . TYP BLOCK. COLUMN BEAM DOWNROI enure top course REWF W MIN OF 1 #5 i1 solid pour FASCIA AND CORNERS AND AT . - - - - - - - - - - - - HIPS WITH 8D SHANKN ILS TYP ALUM FRAME I - _ _ - _ J - _ _ - I RING A REBAR DOWNROD 1N EA WINDOW SCREWED dells TYP BLOCK WALL . B DECKING LOCK. CONNECTOR NOTES : 1X4 PT BUCK . GROUT FILLED CELL EA T K NAIL DECKfN AT . WALL STRIPS INSTALLED . TO 1X4 P BUG: With no opeings : REFER TO CONNECTOR SCHEDULE FOR DOWNROD MUST LAP MIN . GABLE O VALLEYS AND GABLE ENDS . INSIDE BLOCK STRIPS larger than 1 sq ft PLAN 6 . REQUIRED STRAPS, S12EANDSPAC1JVG. 25'.' ONTO FOOTING SOLID POUR WITH 8D RINGSHANK NAILS € : SEE FBC REQUIRES ALL CONNECTORS TO W WALL OPENINGS C H . INDLOADINGAND CONTINUOUS DO EL. rr - s ,,A END ELL o WEIG T : MEET W W12 T NAILS 4 O.C. �" . , . € FLOORPLAN LOAD REQUIREMENTS from footin i . L PATH REQ g PC GONG SILLS FOR STUCCO OVER BLOCK toroof. TYP ROOF'DIAPHRAGM FOR FULLY . 2X4 BLOCKING NOTES . SPECIFIC TYP #f5 detal� 8 INSTALL 2X4 BLOCKING AT GABLE END i TYP BLOCK - . REFER TO FLOORPLAN REBAR ENCLOSED STRUCTURES 1701 t0 scale 4 O JOINTS 48" OC MAX PORCH SP WALL I HEIGHT. FOR BLOCK SIZE AND . DOWEL W SHAPE. BOTTOM . . . FOOTING. IN . . TYP F N BEND M € 25" LAPS . SEE FLOORPLAN NOTES SEE . .. . . . 4 4 THK CONC SLAB. OR ELEV VIEW FOR FOUNDATION ONTO EA . .. I DROP on soil base COLUMN HEIGHT. PLAN FOR DOWNROD . VACTUAL SEE FOUNDATION FOOTING I , V S U EN VAPOR �..: W Q.. a . I .Q E DETAIL. . . . . • • ..4', -.% -0. BA R ER O ER TERMITE PLAN FOR ACTUAL • • 500 PSI CONC. FTG EBAR . .. BARRIER V ,- �. 4 TYP 2 S W R ` .. TREATED SOIL. FOOTING DETAIL- .. . . . MIN 2sao PSI GONG FOOTING W z# 5 detail . dead . . . E c0 r. N 5" LAPS IND W DOOR BLOCK SHEARWALL DETAIL 3 . . STL REBAR N MI 2 TYPICAL WW O C . . detail 2 . LINTEL DETAIL not to scale not to scale REAR PORCH WALL SECTION / . not to scale . _ d boiio at . *__-U-strap each stud to top an m plates. . .. _ . .. "- see connector schedule INSULATE WALL WITH . . MIN R-13 FG BATTS o con . . : � INIMUM DBL 2 X 4 TOP PLATE W 316d COM separate afr cond sp m non- afr cond €r .. , -CE. from M ,r double 2 x 6 ridge board nail .. . together with 4 -16d corn nails 22 w\NAILSPERSTUD.MINIMUM AFT SPLICE. . - . . .. . oc on ch s. STUD - STAGGER SPLICES MIN SFT APART. . ea tris TING 2 X 4 FIRE BLOCK AT ANY INTERSECTING . . CEILINGS OF DIFFERENT HEIGHTS S1Z1[�IG ILIN FE NT IGH NEW 6/12 PITCH 2x6 . . . See connector 112 -(NOMINAL) " NOTE: CDX PLYWOOD RAFTER FRAMING 24 OC MINIMUM 2 X 4 STUDS SPACED 16" OC tYp Truss as per erg truss plan schedule for truss to TYP 9!2" CI3X VERTICAL. IVAfL 6" OC iNITH 2x4 X BRACE FROM GABLE TO ADJACENT FIBERGLAS 4 X 8 SHEETS. STAGGERED nail to rid a baard with 4 STUDS AND . . 8D COM NAILS. COVER WITH 2 LAYERS SHINGLES g - Wall connector 2 and TRUSSES VERTICALLY AND HORIZONTALLY AS 1, EVERY OTHER ROW NAIL 4 i - ( NEW 61 2 WALL u 15LB ASPHALT FELT, WIRE LATH AND 16d corn nails ea side, PLATES TO OBTAIN WI-1L�.. HEIGHT FROM PER TRUSS CO SPECS. 2 96d corn nails er OVER 30LB Size min Simpson T4 or STUCCO P OC W 8D RENGSHANK NAILS,] " PITCH ROOF ' asp h4 ea truss r GABLE DECKING MUSTBENAILED 4" OC truss crossing. USE THIS BRACING ON ALL ASPHALT FELT 1I2 (NOMINAL] CDX MATCH FLOORPLAN WITH 8D RINGSHANK NAILS (BACK TO 1ST GABLE END TRUSSES. r \ PLYWOOD 4 X 8 SHEETS. .. U -strap each stud to top 3 TRUSSES -RAFTERS) install vertical (NAIL 4" OC W WALL_ MINIMUM PT 2 X 4 PRESSURE TREATED . __-- --_�_ _ ohd and bottom plates. see - - - _ - - - - - - - - - - - - - - - FLASH AT ALL ROOF - BOTTOM PLATE BOLTED TO FOOTING. Use 8D COM NAILS.) s THICKNESS - . . .. connector schedule . CONTACT POINTS . i blocking t joints INDICATED _ 112"x 10" j -bolts embedded 7" deep 24" oc. If kin a all o' . . . .. TRUSS END .. - DN , - shearwall decrease spacing to 21" oc, Wedge GALV STL TIE EA RAFTER TO .: MINIMUM DBL 2 X 4 TOP GALV STL TIE EA RAFTER TO OR bolts may be used in place of j -bolts PLATE 1N 316d COM - - _ - _ _ _ _ _ _ _ _ _ _ _ _ -- _ _ - NEW TRUSS BELOW (EACH ` NEW TRUSS BELOW (EACH . FLOORPLAN _ FACE EA SIDE OF WALL WITH NAILS PER STUD, CONNECTOR TO MEET CONNECTOR TO MEET ' 112"' DRYWALL SCREWED TO MINIMUM 4F7 SPLICE. WINDLOAD REQUIREMENTS) T FACE EA SIDE OF f - U -strap each stud to top and bottom plates. N MINIMUM DBL 2 X 4 TOP WINDLOAD REQUIREMENTS) _ _ _ _ - - _ - _ _ _ fasten w required Waifs See MINIMUM 2 X 4 STUDS fasten w required Waits See WALL WITH 1l2 see connector schedule STUDS STAGGER SPLICES MIN — connector schedule SPACED 16" OC PLATE W 3 16d COM FLASH AT ALL ROOF DRYWALL SCREWED; . . 8FT APART. .. NAILS PER STUD. galy CONTACT POINTS connector schedule TO STUDS . S F 7 . USI= USP S718 GALV YL LA stl tie rafter to top tate TYP 4" THK CONC SLAB on garage side If wrap opening use a min of dbI 2x12 FASTEN 2xa PT woOD p " 2 X 4 FIRE BLOCK AT _ STRAPS FASTENED FROM BEAM connector schedule STUCCO OVER WIRE header up to 8 of opening width. nail ANY INTERSECTING '' BLOCKING TO TOP OF , -- -� - — . See e . TO EACH GABLE UPRIGHT.. NAIL ea enol Of header to Jack studs W 8 CEILINGS OF BEAM WITH 216D COM E1) IN. S WITH TED TRUSS NAILS INTO LATHE C1VER 2 LAYERS 6 ca s d tie ea a of TYPICAL � MINIMUM PT 2 X 4 PRESSURE I ONC SLAB • • 1 d m nail an end . _. NAILS EA 16" OC (TARPAPER OR TYVEK] TYP 4" THK C DIFFERENT HEIGHTS .. TRUSS AND INTO BEAM BELOW. TREATED BOTTOM PLATE Nail OR BARRIER TYP 2500 PSI (MIN) .GONG FOOTING W 2 header to studs with same truss ties .. FRAME WALL FILL ALL HOLES. ... it b . .: ..... L � on so ase 25 LAPS .. tree on trusses bearing on this de to � ckfng wl (2�16d nails every # 5 STL REBAR CONT MIN 16" oe and alv sit tie to each new ' VAP;. MINIMUM 2 X 4 STUDS g . header, use the bearing truss count " . - - - - - - - _ - - - . . SEE FLOORPLAN AND FOUNDATION PLAN FOR INTERIOR SPACER 16 OC (where See connector truss below divided by two and put that many kiss BEARING WALL FOOTING SIZE AND LOCATIONS . on ea end of header. no wall opening) . . schedule . det it detain . . a GARAGE INTERIOR BEARING fetal MINIMUM PT 2 X 4 PRESSURE TYP GABLE WALL DETAIL not to scale DECO GABLE DETAIL not to scale 7 STUD SIZING NOTE, STUDS TREATED BOTTOM PLATE 6 WOOD FRAME WALL not to scale 8 AND PLATES TO MATCH WALL : BOLTED TO FOOTING. Use . THICKNESS INDICATED ON 112"x 10" j -bolts embedded T' FLOORPLAN. deep 32'r oc,. If sheatwall decrease spacing to 21" oc. . 1. Wed a bolts may be used in 4z 112" (NOMINAL] COX PLYWOOD 4 X 8 . U strap. each stud to top g Y .. . .Kplaoe of j -bolts for 1350 lbs of SHEETS. STAGGERED EVERY OTHER ' . and :bottom plates. see GSH : TYP ROOF DECKING IS 1/2" (NOMINAL) COX PLYWOOD 4 -- - - upliff. ROW (NAIL 6" OC W 6D RIN ANK X 8 SHEETS. STAGGERED EVERY OTHER ROW NAIL 6" connector schedule FIBERGLAS SHINGLES ( . NAILS,) FIBERGLAS SHINGLES _. . -• OVER 304.8 ASPHALT OC W 8D RINGSHANK NAILS.) gable ends nail 4" oc back to . . SEE FLOORPLAN FOR FELT OVER 30 LB ASPHALT . RIO f • • TYP 4" THK CONC SLAB ` GALV STL HUR STRAP EMBEDDED 6" INTO LINTEL ` ELT first 2 trusses. . �` F INTERIOR BEARS BEAM. FASTEN STRAP TO TRUSS WITH REQD NAILS. T DD " "- I "v Jw 4 A V J1 ILL 1 J. J 1 nVIYL_1xLLJ L_ V L-1\ i WALL LOCATIONS GALV S L HUR STRAP EMBEDDED ED 6 INTO GALV STL TIE EA TRUSS TO BEAM . . SEE FOUNDATION PLAN FOR �. LAP STRAP OVER TRUSS AND NAIL EA SIDE. (EACH LINTEL BEAM. FASTEN STRAP TO TRUSS WITH EACH CONNECTOR TO MEET OTHER ROW (NAIL 6" OC !!U $D RINGSHANK FOOTING STRUCTURAL . CONNECTOR TO MEET WINDLOAD REQUIREMENTS ( NAILS,} gable ends nail 4" oc back to first 2 trusses. ISA } REQ NAILS. LAP STRAP OVER TRUSS AND NAIL WINDLOAD REQUIREMENTS fasten W . OBTAIN WALL HEIGHT DETAILS AND LOCATIONS ` See connector schedule ` EA SIDE. see connector schedule required nails See connectors hedule .. FROM FLOORPLAN PRE -ENGINEER front APPROX GABLE OUTLINE see fro WOOD TRUSSES 2' METAL DRIP EDGE. ALUM etev for able, or hi at entry detail - — — — — - - — — — g p w porch . OC. {BRACE & SOFFIT AND FASCIA. 2 X 6 OR.2 METAL DRIP EDGE, ALUM SOFFIT AND FIBERGLAS SHINGLES . 5 INSTALL AS PER . X 4 SUB- FASCIA. CONNECT PRE-ENGINEERED WOOD FASCIA, 2 X 6 OR 2 X 4 SUB- FASCIA. � . . . INTERIOR BEARING WOOD FRAME WALL OVER 30 LB ASPHALT GALV STL HUR STRAP USP ST18 or equiv " TRUSS CO nr �.{� ` SOFFIT ALUM RECEIVING TRUSSES 2 OC. (BRACE CONNECT SOFFIT ALUM RECEIVING . FELT I COLUMN TO BEAM, FASTEN STRAPS TO not to scale continuous load path over Wall INSTRUCTIONS} INSULATION MIN CHANNEL WALL WTr-NAILS & INSTALL AS PER TRUSS CHANNEL TO WALL WIT -NAILS 16" OC, 1r2 CB DRYWALL A . . . . 1.6" OC. PLACE SOFFIT IN CO INSTRUCTIONS) I PLACE SOFFIT IN CHANNEL AND NAIL SCREWED TO TRUSS \ BEAM W 16D COM NAILS. Openings is ShOrtvn) CHANNEL AND NAIL OTHER END . OTHER END TO SUB -FASCIA W11-112" GALV /I BOTTOM CHORD. � METAL DRIP EDGE. ALUM SOFFIT AND FASCIA. 2 X 6 . . . . . . TO SUB -FASCIA W11-112" GALV rr ROOFING NAILS EA 16" OC \ OR 2 X 4 SUB- FASCIA. CONNECT SOFFIT ALUM . ROOFING NAILS EA 16" OC 112 GB DRYWALL SCREWED TO TRUSS BOTTOM CH)RD, PRE-ENGINEERED WOOD ` `RECEIVING CHANNEL TO WALL WIT -NAILS 16" OC. DBL 2.X 12 WOOD I31;AM . 112" CB ,,. " U - BLOCK W 1 # TRUSSES 2. OC. (BRACE & — —I PLACE SOFFIT IN CHANNEL AND NAIL OTHER END 1 X PT FURRING STRIPS DRYWALL , „. _ _ BOLT 2 X 6 OR LARGER pressure treated WOOD BLMK 51STL REBAR C INSTALL AS PER TRUSS CO TO SUB -FASCIA W11-112" GALV ROOFING NAILS EA SCREWED TO INSTALLED VERT 2 OC or 16 rf VERT AT CFSlTER OF EA GAR DR OPENCNG. USE 1 INSTRUCTIONS 2" X 4" WOOD BOTTOM builder Prefers ON INSIDE OF GROUTED LINTEL U -BLOCK W 1 112"X $" J -BOLT W 2" WASHER.. , - CONTINUOUS MIN 25"' ) STUDS 16" OC. 16" OC TRUSS BO LAPS ON ALL REBAR. BI-t�CI< WALL (LIVING AREA.} 5 STL REBAR CONTINUOUS UV TYP 112" NOMINAL OSB OR COX PLYlND CHORD. INSTALL A CONTINUOUS HORIZ MW 25 LAPS, .. PRECAST GAR LINTEL SHEATHING INSTALLED HORIZ. AND STRIP ON TOP AND BOTTOM OF r BOLT 2 X 6 PT WOOD VERT AT SIDE OF EA GAR a W 1 # 5 STL REBAR IN NAILED 6" OC W 8D COM NAILS INTO EACH . BLbCK WALL. TYP 8" X 8. X 16" CMU BLOCK DR OPENING. BOLT EA 2x6 WITH FOUR 112"X 8 GROUTED TROUGH STUD AND AT EA SIDE OF EVERY JOINT. LAID UP W COMMON LAP BOND . xJ-BOLTS W 2" WASHER. ALLOW REVEAL FOR {OVER GAR DR add solid 2x4 blacking at ea joint or haft end .. . . . INSULATION W HIGH STRENGTH MORTAR, . FOIL BACKED N T ORT STUCCO AT DOOM OPENING LIVING SP . SEE OPENING) TYP 42mfn STUCCO WIRE.LATH . FLOORPLAN .. Ir " BLOCK . . FOR SPECIFIC 112'` DR ALL STUCCO OVER BLOCK TYP 8 x 8 x 16 CMU WALL STUCCO OVER (TARPAPER OR TYVEK) . WALL HEIGHT. SEE BLOCK LAID UP IN VAPOR BARRIER. SCREWED TO FURRING . ]: = OVER BLOCK . 1# 5 REBAR DOWNROD (VERT) FLOORPLAN STUCCO EXT $LOGIA Yh[ALLS COMMON BOND W HIGH . . IN EA GROUT FILLED CELL FOR STRENGTH MORTAR.. . EMBED#5. REBAR DOWELS. wstd SPECIFIC TYP CMU BLOCK LAID UP 1N . (INDICATED ON FLOORPLAN). SEE FLOORPLAN FOR . _ bottom bend A MIN OF 6" DEEP INTO WALL 1# 5 REBAR DOWNROD MMON BOND W HIGH . . ALL DOWNRODS TO LAP R MIN _ SPECIFIC WALL HEIGHT. CO 7 112 WIDE ' PORCH SP STRENGTH MORTAR. REFER FOOTING AT ALL GROUTED CELL OF 25"ONTO FOOTING HEIGHT. (VERT) IN EA GROUT . . / R BLOCK .RAISED LEVFL A TO FLOORPLAN FO LOC1lTIONS WDLCATEb ON. - _ DOWELS AND TO HAVE A 1iln FILLED CELL {INDICATED TYP 4" THK CONC FLOORPLAN. ALLOW MIN 25" TOP BEND OF 90 DEGREES. TYP 4"THK LAN). AL SIZE AND SHAPE. CONC CURB ON FLOORP L SLAB on soil base VISII3IEASOVE SLAB. HOLD IN 4" ALLOW TOP BEND TO LAP CONC SLAB TYPICAL UNDER SEE FLOORPLAN OR DOWNRODS TO LAP AM1N . FROM EDGE.. INTO THE TOP LINTEL BLOCK . oil soil base ALL GARAGE OF 25"ONTO FOOTING CONNECTOR NOTES . _ ELEV VIEW FOR BLOCK WALLS.. COLUMN HEIGHT: DOWELS AND TOHAVEA TOP BEND OF 90 REFER TO CONNECTOR SCHEDULE FOR # 5 REBAR DOWNROD (VERT) IN REQUIRED STRAPS, SIZE AND SPACING — — —' -- �`— — _ — -- — — '— — — 5 X 5 CLEANOUT AT — EACH GROUTED CELL NOTED ON DEGREES. ALLOW TOP F.BC REQUIRES ALL CONNECTORS TO P. VISQUEEN VAPOR BARR{I=Ft OVER TERMITE ,---\BOTTOM OF EA VISQUEEN VAPOR BARRILt BEND r0 LAP INTO THE MEET WIND LOADING. AND CONTINUOUS FLOORPLAN. ALLOW MIN 25" . TREATED SOIL. r • GROUTED CELL OVER TERMITE TREATED. SOIL. 6 • TOP LINTEL BLOCK . LOAD PATH REQUIREMENTS from footing �„ TYP 4 TIIK LAP ONTO FOOTING DOWEL. . CONNECTOR NOTES TYP 2500 PSI (MIN) GONG CONNECTOR NOTES to. root DROP CONC SLAB FOOTING W 2 # 5 STL REBAR on soil base NCT CONNECTOR WIN DLO DING REQUIRED REFER TO US CONNECTOR SCHEDULE FOR REQUIRED TYP 2500 PSI (MIN) 25" L _ — PSI (MIN] CO TYP 2500 NC REFER CONT. MIN 25' LAPS) STRAPS, SIZE AND SPACING. FBC REQUIRES ALL — — — — - ` COLUMN PAD W 3 # 5 STL STRAPS, SIZE AMID SPACING. FSC REQUIRES ALL FOOTING W 2 # 5 STL — — — — — CONNECTORS TO MEET WIND LOADING AND _ __ CONNECTORS TO MEET WIND LOADING AND CONTINUOUS LOAD PATH REQUIREMENTS from REBAR CONT. MIN 25" LAPS} REBAR EA WAY CONTINUOUS LOAD PATH REQUIREMENTS from SEE FOUNDATION PLAN FOR .. • • VISQUEEN VAPOR • • „ . footing to roof. ACTUAL FOOTING DETAIL11001 . . BARRIER (OR EC)UIV) SEE FOUNDATION . defall OVER TERMITE TYP BLOCK WALL DETAIL detail GARAGE WALL SECTION & ,10 FLAN FOR ACTUAL L TREATED SOIL. detail not to scale 9 BUCK DETAIL not to scale FOOTING FRONT PORCH WALL SECTION SEE FOUNDATION PLAN FOR . not to scale AfITI 101 POOTIIVf` r)FTOII ENGINEERING NOTE . 'THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE . REQUIREMENTS OF THE 2014 . FLORIDA BUILDING CODE 5th edition RESIDENTIAL THE ENGINEERING ON THIS PLAN DOE . - OT COVER ELECTRICAL, HARV, OR P MBING. SEAL �P, S . y� e ! r 4 ;� R7 { V 1 y I :0�?_� I ®1 �1 o ! \ f 0 . CONSULTING ENGINEER: H NE N. .JR P.E. FL. P. E.# 43670 PH: 321-5508-4266 ADDRESS: 14363 WINGFOOT RD ORL.ANDO,FL, 32826 BLOCK SHEARWALL NOTE: EACH BLOCK WALL SEGMENT FROM GROUT FILLED CELL TO CELL CONSTITUTES A STRUCTURAL SHEARWALL. WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBG WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES CAST IN PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 2600 PSI MINIMUM, AND SHALL BE PROPERLY MIXED, PLACED AND CURED. USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE. 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 8" X 9"X 16" CMU 2 CELL HOLLOW CONCRETE BLOCK SHALL BE COMMON LAP BONDED WITH HIGH STRENGTH MORTAR . ONE # 5 REBAR vertical DOWNROD W TOP BEND SHALL BE PLACED IN EACH GROUTED CELL INDICATED ON FLOORPLAN. TOP COURSE OF BLOCK WALL. 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 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 OTHERWISE INDICATED ON FLOORPLAN. MIN OF B" BEARING OF MASONRY AT EACH END OF LINTEL. ALL LINTELS TO CONTAIN T #5 REBAR PLACED HORIZ IN GROUTED TROUGH TO FULL LENGTH OF LINTEL.. WOOD BEARING HEADER NOTES . DOUBLE 2 X 12 WOOD BEAM ON SPANS UP TO 10 FT. ON. SPANS GREATER THAN 10' UP TO 12' USE TRIPLE 2 X 12 .UNLESS ENGINEER DETERMINES DOUBLE 2X12. TO BE SUITABLE. USE PRE LAM BEAM FOR SPANS GREATER THAN 1.2 FT USE DBL 2 x 12 OVER WINDOW OPENINGS. OVER DOORS USE DOUBLE 2x 10 TO OBTAIN 83" HT IN 8' 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 T 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 wall 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. WINDBORNE DEBRIS PROTECTION WINDBORNE DEBRIS PROTECTION SUPPLIED SHALL BE UNLESS SPECIFIED OTHERWISE PRE-CUT, PRE -DRILLED, WOOD STRUCTURAL PANELS (PLYWOOD) MIN 7116" THICK WITH A MAX SPAN OF 8 FEET CORROSION RESISTANT 114" LAG SCREW BASED ANCHORS SHALL BE PERMANENTLY INSTALLED ON BUILDING TO ACCEPT PANELS (16" OC W/7 EMBEDMENT) FOR ALL NEW WINDOWS AND DOORS. - A1111111111111111111111111111111 PROJECT ADDRESS: SUBDIV BUILDER TURNKEY CONSTRUCTION PH 321-403-3263 DATE DRAWN JULY 8 2015 REVISION DATES: TOUCAN oaks version 2377sf (gar left) HUGH GRIFFITH- designer 1360 GRAND CAYMAN DR MERRITT ISLAND, FL 32952 . 321-698-2303 email... grifffthpfansQyaboo.com website... 9rih7thpians.com 'Ns plan, plan notes border notes and all pages are copyrighted 2014 by Griirith Plans. No porfion maybe reproduced or copied in any way Wfhout prior written pemltssion from Griffith Plans. All rights are reserved and will be protected and enforced in the event of violation, PG4OF4 STRUCTURAL DETAILS WALL SECTIONS . DECKING NOTES SHINGLES OVER 0T 312 ANOM CDXFIBERGLAS 30 LB ASPHALT FELT TYP ROOF DECKING IS 112" (NOMINAL). PLYWD DECKING AT RIGHT ��. :.COXPLYWOOD4X8SHEETS. r!��� -•------ --- ---_- - -- -�-__....._..._ I E E EVER OT R ROW .. TAGG R D Y HE. I TRUSSESIRA ERS BELOW . . . . (NAIL 6" OC W 8D RINGSHANK NAILS.) . .. I t I 2 MIN PLYWOOD WIDTH IS 12" 0 PRE-ENGINEERED WOOD gable ends nail 4" oc bank to first 2 trusses. t 1 . . . . ` . TRUS ES 2' OC..(BRACE & ._ ' . . I I . INSTALL AS PER TRUSS CO . . .. METAL DRIP EDGE- ALUM SOFFIT AND .. . . I HIP I I I . STAGGER END JOINTS INSTRUCTIONS) . FASCIA. 2 X 6 OR 2 X 4 SUB- FASCIA. 1 I centered o�erframin member . g INSUL OVER AC SP ` . : CONNECT SOFFIT ALUM RECEIVING GROUTED LINTEL I I 4 INSTALL STEEL H -CLIP . .1 ` CHANNEL TO WALL WTI` -NAILS. 16" OC. U -BLOCK W 1 # 5 STL 1 I BETWEEN EACH . EMMMMIfPLACE SOFFIT W CHANNEL AND NAIL /OTHER REBAR CONTINUOUS 6 PEAK 2 ' I I UNBLOCKED PLYWOOD END TO SUB -FASCIA W/1-'112" GALV (UNLESS OTHERWISE SW LENGTH FROM I GALV STL HUR 112" CB DRYWALL SCREWED TO ROOFING NAILS EA 16" OC OTED ON PLANS) MIN FLOORPLAN . . I 17 I SEAM . STRAP EA TRUSS TRUSS BOTTOM CHORD. - - - GALV STL HUR TIE F_A TRUSS TO BEAM 25" LAPS ON REBAR I NAILING SCHEDULE GABLE . � �Iltl I . TO WALL AND CONNECT EA SEAM TO COLUMN TYP TRUSS I ® NAIL DECKING 6 OC AT EDGES REINFORCED U-BLK ON LINTEL TOP (EACH CONNECTOR TO MEET PRECAST LINTEL I I AND INTERIOR WITH 8D ROOF TYP HORIZ #5 REBAR �Q AS SHOWN IN WIN -DOOR WINDLOAD REQUIREMI`NTS} Ses STRAPPED W 1 # 5 STL REBAR TYP #t W TOP LINTEL 'T` I RINGSHANK NAILS . LINTEL DETAIL . connector schedule IN GROUTED . TO BOND DEBAR BLOCK solid pour . TROUGH I I © NAIL DECKING 3" OC AT SUB . . TYP BLOCK. COLUMN BEAM DOWNROI enure top course REWF W MIN OF 1 #5 i1 solid pour FASCIA AND CORNERS AND AT . - - - - - - - - - - - - HIPS WITH 8D SHANKN ILS TYP ALUM FRAME I - _ _ - _ J - _ _ - I RING A REBAR DOWNROD 1N EA WINDOW SCREWED dells TYP BLOCK WALL . B DECKING LOCK. CONNECTOR NOTES : 1X4 PT BUCK . GROUT FILLED CELL EA T K NAIL DECKfN AT . WALL STRIPS INSTALLED . TO 1X4 P BUG: With no opeings : REFER TO CONNECTOR SCHEDULE FOR DOWNROD MUST LAP MIN . GABLE O VALLEYS AND GABLE ENDS . INSIDE BLOCK STRIPS larger than 1 sq ft PLAN 6 . REQUIRED STRAPS, S12EANDSPAC1JVG. 25'.' ONTO FOOTING SOLID POUR WITH 8D RINGSHANK NAILS € : SEE FBC REQUIRES ALL CONNECTORS TO W WALL OPENINGS C H . INDLOADINGAND CONTINUOUS DO EL. rr - s ,,A END ELL o WEIG T : MEET W W12 T NAILS 4 O.C. �" . , . € FLOORPLAN LOAD REQUIREMENTS from footin i . L PATH REQ g PC GONG SILLS FOR STUCCO OVER BLOCK toroof. TYP ROOF'DIAPHRAGM FOR FULLY . 2X4 BLOCKING NOTES . SPECIFIC TYP #f5 detal� 8 INSTALL 2X4 BLOCKING AT GABLE END i TYP BLOCK - . REFER TO FLOORPLAN REBAR ENCLOSED STRUCTURES 1701 t0 scale 4 O JOINTS 48" OC MAX PORCH SP WALL I HEIGHT. FOR BLOCK SIZE AND . DOWEL W SHAPE. BOTTOM . . . FOOTING. IN . . TYP F N BEND M € 25" LAPS . SEE FLOORPLAN NOTES SEE . .. . . . 4 4 THK CONC SLAB. OR ELEV VIEW FOR FOUNDATION ONTO EA . .. I DROP on soil base COLUMN HEIGHT. PLAN FOR DOWNROD . VACTUAL SEE FOUNDATION FOOTING I , V S U EN VAPOR �..: W Q.. a . I .Q E DETAIL. . . . . • • ..4', -.% -0. BA R ER O ER TERMITE PLAN FOR ACTUAL • • 500 PSI CONC. FTG EBAR . .. BARRIER V ,- �. 4 TYP 2 S W R ` .. TREATED SOIL. FOOTING DETAIL- .. . . . MIN 2sao PSI GONG FOOTING W z# 5 detail . dead . . . E c0 r. N 5" LAPS IND W DOOR BLOCK SHEARWALL DETAIL 3 . . STL REBAR N MI 2 TYPICAL WW O C . . detail 2 . LINTEL DETAIL not to scale not to scale REAR PORCH WALL SECTION / . not to scale . _ d boiio at . *__-U-strap each stud to top an m plates. . .. _ . .. "- see connector schedule INSULATE WALL WITH . . MIN R-13 FG BATTS o con . . : � INIMUM DBL 2 X 4 TOP PLATE W 316d COM separate afr cond sp m non- afr cond €r .. , -CE. from M ,r double 2 x 6 ridge board nail .. . together with 4 -16d corn nails 22 w\NAILSPERSTUD.MINIMUM AFT SPLICE. . - . . .. . oc on ch s. STUD - STAGGER SPLICES MIN SFT APART. . ea tris TING 2 X 4 FIRE BLOCK AT ANY INTERSECTING . . CEILINGS OF DIFFERENT HEIGHTS S1Z1[�IG ILIN FE NT IGH NEW 6/12 PITCH 2x6 . . . See connector 112 -(NOMINAL) " NOTE: CDX PLYWOOD RAFTER FRAMING 24 OC MINIMUM 2 X 4 STUDS SPACED 16" OC tYp Truss as per erg truss plan schedule for truss to TYP 9!2" CI3X VERTICAL. IVAfL 6" OC iNITH 2x4 X BRACE FROM GABLE TO ADJACENT FIBERGLAS 4 X 8 SHEETS. STAGGERED nail to rid a baard with 4 STUDS AND . . 8D COM NAILS. COVER WITH 2 LAYERS SHINGLES g - Wall connector 2 and TRUSSES VERTICALLY AND HORIZONTALLY AS 1, EVERY OTHER ROW NAIL 4 i - ( NEW 61 2 WALL u 15LB ASPHALT FELT, WIRE LATH AND 16d corn nails ea side, PLATES TO OBTAIN WI-1L�.. HEIGHT FROM PER TRUSS CO SPECS. 2 96d corn nails er OVER 30LB Size min Simpson T4 or STUCCO P OC W 8D RENGSHANK NAILS,] " PITCH ROOF ' asp h4 ea truss r GABLE DECKING MUSTBENAILED 4" OC truss crossing. USE THIS BRACING ON ALL ASPHALT FELT 1I2 (NOMINAL] CDX MATCH FLOORPLAN WITH 8D RINGSHANK NAILS (BACK TO 1ST GABLE END TRUSSES. r \ PLYWOOD 4 X 8 SHEETS. .. U -strap each stud to top 3 TRUSSES -RAFTERS) install vertical (NAIL 4" OC W WALL_ MINIMUM PT 2 X 4 PRESSURE TREATED . __-- --_�_ _ ohd and bottom plates. see - - - _ - - - - - - - - - - - - - - - FLASH AT ALL ROOF - BOTTOM PLATE BOLTED TO FOOTING. Use 8D COM NAILS.) s THICKNESS - . . .. connector schedule . CONTACT POINTS . i blocking t joints INDICATED _ 112"x 10" j -bolts embedded 7" deep 24" oc. If kin a all o' . . . .. TRUSS END .. - DN , - shearwall decrease spacing to 21" oc, Wedge GALV STL TIE EA RAFTER TO .: MINIMUM DBL 2 X 4 TOP GALV STL TIE EA RAFTER TO OR bolts may be used in place of j -bolts PLATE 1N 316d COM - - _ - _ _ _ _ _ _ _ _ _ _ _ _ -- _ _ - NEW TRUSS BELOW (EACH ` NEW TRUSS BELOW (EACH . FLOORPLAN _ FACE EA SIDE OF WALL WITH NAILS PER STUD, CONNECTOR TO MEET CONNECTOR TO MEET ' 112"' DRYWALL SCREWED TO MINIMUM 4F7 SPLICE. WINDLOAD REQUIREMENTS) T FACE EA SIDE OF f - U -strap each stud to top and bottom plates. N MINIMUM DBL 2 X 4 TOP WINDLOAD REQUIREMENTS) _ _ _ _ - - _ - _ _ _ fasten w required Waifs See MINIMUM 2 X 4 STUDS fasten w required Waits See WALL WITH 1l2 see connector schedule STUDS STAGGER SPLICES MIN — connector schedule SPACED 16" OC PLATE W 3 16d COM FLASH AT ALL ROOF DRYWALL SCREWED; . . 8FT APART. .. NAILS PER STUD. galy CONTACT POINTS connector schedule TO STUDS . S F 7 . USI= USP S718 GALV YL LA stl tie rafter to top tate TYP 4" THK CONC SLAB on garage side If wrap opening use a min of dbI 2x12 FASTEN 2xa PT woOD p " 2 X 4 FIRE BLOCK AT _ STRAPS FASTENED FROM BEAM connector schedule STUCCO OVER WIRE header up to 8 of opening width. nail ANY INTERSECTING '' BLOCKING TO TOP OF , -- -� - — . See e . TO EACH GABLE UPRIGHT.. NAIL ea enol Of header to Jack studs W 8 CEILINGS OF BEAM WITH 216D COM E1) IN. S WITH TED TRUSS NAILS INTO LATHE C1VER 2 LAYERS 6 ca s d tie ea a of TYPICAL � MINIMUM PT 2 X 4 PRESSURE I ONC SLAB • • 1 d m nail an end . _. NAILS EA 16" OC (TARPAPER OR TYVEK] TYP 4" THK C DIFFERENT HEIGHTS .. TRUSS AND INTO BEAM BELOW. TREATED BOTTOM PLATE Nail OR BARRIER TYP 2500 PSI (MIN) .GONG FOOTING W 2 header to studs with same truss ties .. FRAME WALL FILL ALL HOLES. ... it b . .: ..... L � on so ase 25 LAPS .. tree on trusses bearing on this de to � ckfng wl (2�16d nails every # 5 STL REBAR CONT MIN 16" oe and alv sit tie to each new ' VAP;. MINIMUM 2 X 4 STUDS g . header, use the bearing truss count " . - - - - - - - _ - - - . . SEE FLOORPLAN AND FOUNDATION PLAN FOR INTERIOR SPACER 16 OC (where See connector truss below divided by two and put that many kiss BEARING WALL FOOTING SIZE AND LOCATIONS . on ea end of header. no wall opening) . . schedule . det it detain . . a GARAGE INTERIOR BEARING fetal MINIMUM PT 2 X 4 PRESSURE TYP GABLE WALL DETAIL not to scale DECO GABLE DETAIL not to scale 7 STUD SIZING NOTE, STUDS TREATED BOTTOM PLATE 6 WOOD FRAME WALL not to scale 8 AND PLATES TO MATCH WALL : BOLTED TO FOOTING. Use . THICKNESS INDICATED ON 112"x 10" j -bolts embedded T' FLOORPLAN. deep 32'r oc,. If sheatwall decrease spacing to 21" oc. . 1. Wed a bolts may be used in 4z 112" (NOMINAL] COX PLYWOOD 4 X 8 . U strap. each stud to top g Y .. . .Kplaoe of j -bolts for 1350 lbs of SHEETS. STAGGERED EVERY OTHER ' . and :bottom plates. see GSH : TYP ROOF DECKING IS 1/2" (NOMINAL) COX PLYWOOD 4 -- - - upliff. ROW (NAIL 6" OC W 6D RIN ANK X 8 SHEETS. STAGGERED EVERY OTHER ROW NAIL 6" connector schedule FIBERGLAS SHINGLES ( . NAILS,) FIBERGLAS SHINGLES _. . -• OVER 304.8 ASPHALT OC W 8D RINGSHANK NAILS.) gable ends nail 4" oc back to . . SEE FLOORPLAN FOR FELT OVER 30 LB ASPHALT . RIO f • • TYP 4" THK CONC SLAB ` GALV STL HUR STRAP EMBEDDED 6" INTO LINTEL ` ELT first 2 trusses. . �` F INTERIOR BEARS BEAM. FASTEN STRAP TO TRUSS WITH REQD NAILS. T DD " "- I "v Jw 4 A V J1 ILL 1 J. J 1 nVIYL_1xLLJ L_ V L-1\ i WALL LOCATIONS GALV S L HUR STRAP EMBEDDED ED 6 INTO GALV STL TIE EA TRUSS TO BEAM . . SEE FOUNDATION PLAN FOR �. LAP STRAP OVER TRUSS AND NAIL EA SIDE. (EACH LINTEL BEAM. FASTEN STRAP TO TRUSS WITH EACH CONNECTOR TO MEET OTHER ROW (NAIL 6" OC !!U $D RINGSHANK FOOTING STRUCTURAL . CONNECTOR TO MEET WINDLOAD REQUIREMENTS ( NAILS,} gable ends nail 4" oc back to first 2 trusses. ISA } REQ NAILS. LAP STRAP OVER TRUSS AND NAIL WINDLOAD REQUIREMENTS fasten W . OBTAIN WALL HEIGHT DETAILS AND LOCATIONS ` See connector schedule ` EA SIDE. see connector schedule required nails See connectors hedule .. FROM FLOORPLAN PRE -ENGINEER front APPROX GABLE OUTLINE see fro WOOD TRUSSES 2' METAL DRIP EDGE. ALUM etev for able, or hi at entry detail - — — — — - - — — — g p w porch . OC. {BRACE & SOFFIT AND FASCIA. 2 X 6 OR.2 METAL DRIP EDGE, ALUM SOFFIT AND FIBERGLAS SHINGLES . 5 INSTALL AS PER . X 4 SUB- FASCIA. CONNECT PRE-ENGINEERED WOOD FASCIA, 2 X 6 OR 2 X 4 SUB- FASCIA. � . . . INTERIOR BEARING WOOD FRAME WALL OVER 30 LB ASPHALT GALV STL HUR STRAP USP ST18 or equiv " TRUSS CO nr �.{� ` SOFFIT ALUM RECEIVING TRUSSES 2 OC. (BRACE CONNECT SOFFIT ALUM RECEIVING . FELT I COLUMN TO BEAM, FASTEN STRAPS TO not to scale continuous load path over Wall INSTRUCTIONS} INSULATION MIN CHANNEL WALL WTr-NAILS & INSTALL AS PER TRUSS CHANNEL TO WALL WIT -NAILS 16" OC, 1r2 CB DRYWALL A . . . . 1.6" OC. PLACE SOFFIT IN CO INSTRUCTIONS) I PLACE SOFFIT IN CHANNEL AND NAIL SCREWED TO TRUSS \ BEAM W 16D COM NAILS. Openings is ShOrtvn) CHANNEL AND NAIL OTHER END . OTHER END TO SUB -FASCIA W11-112" GALV /I BOTTOM CHORD. � METAL DRIP EDGE. ALUM SOFFIT AND FASCIA. 2 X 6 . . . . . . TO SUB -FASCIA W11-112" GALV rr ROOFING NAILS EA 16" OC \ OR 2 X 4 SUB- FASCIA. CONNECT SOFFIT ALUM . ROOFING NAILS EA 16" OC 112 GB DRYWALL SCREWED TO TRUSS BOTTOM CH)RD, PRE-ENGINEERED WOOD ` `RECEIVING CHANNEL TO WALL WIT -NAILS 16" OC. DBL 2.X 12 WOOD I31;AM . 112" CB ,,. " U - BLOCK W 1 # TRUSSES 2. OC. (BRACE & — —I PLACE SOFFIT IN CHANNEL AND NAIL OTHER END 1 X PT FURRING STRIPS DRYWALL , „. _ _ BOLT 2 X 6 OR LARGER pressure treated WOOD BLMK 51STL REBAR C INSTALL AS PER TRUSS CO TO SUB -FASCIA W11-112" GALV ROOFING NAILS EA SCREWED TO INSTALLED VERT 2 OC or 16 rf VERT AT CFSlTER OF EA GAR DR OPENCNG. USE 1 INSTRUCTIONS 2" X 4" WOOD BOTTOM builder Prefers ON INSIDE OF GROUTED LINTEL U -BLOCK W 1 112"X $" J -BOLT W 2" WASHER.. , - CONTINUOUS MIN 25"' ) STUDS 16" OC. 16" OC TRUSS BO LAPS ON ALL REBAR. BI-t�CI< WALL (LIVING AREA.} 5 STL REBAR CONTINUOUS UV TYP 112" NOMINAL OSB OR COX PLYlND CHORD. INSTALL A CONTINUOUS HORIZ MW 25 LAPS, .. PRECAST GAR LINTEL SHEATHING INSTALLED HORIZ. AND STRIP ON TOP AND BOTTOM OF r BOLT 2 X 6 PT WOOD VERT AT SIDE OF EA GAR a W 1 # 5 STL REBAR IN NAILED 6" OC W 8D COM NAILS INTO EACH . BLbCK WALL. TYP 8" X 8. X 16" CMU BLOCK DR OPENING. BOLT EA 2x6 WITH FOUR 112"X 8 GROUTED TROUGH STUD AND AT EA SIDE OF EVERY JOINT. LAID UP W COMMON LAP BOND . xJ-BOLTS W 2" WASHER. ALLOW REVEAL FOR {OVER GAR DR add solid 2x4 blacking at ea joint or haft end .. . . . INSULATION W HIGH STRENGTH MORTAR, . FOIL BACKED N T ORT STUCCO AT DOOM OPENING LIVING SP . SEE OPENING) TYP 42mfn STUCCO WIRE.LATH . FLOORPLAN .. Ir " BLOCK . . FOR SPECIFIC 112'` DR ALL STUCCO OVER BLOCK TYP 8 x 8 x 16 CMU WALL STUCCO OVER (TARPAPER OR TYVEK) . WALL HEIGHT. SEE BLOCK LAID UP IN VAPOR BARRIER. SCREWED TO FURRING . ]: = OVER BLOCK . 1# 5 REBAR DOWNROD (VERT) FLOORPLAN STUCCO EXT $LOGIA Yh[ALLS COMMON BOND W HIGH . . IN EA GROUT FILLED CELL FOR STRENGTH MORTAR.. . EMBED#5. REBAR DOWELS. wstd SPECIFIC TYP CMU BLOCK LAID UP 1N . (INDICATED ON FLOORPLAN). SEE FLOORPLAN FOR . _ bottom bend A MIN OF 6" DEEP INTO WALL 1# 5 REBAR DOWNROD MMON BOND W HIGH . . ALL DOWNRODS TO LAP R MIN _ SPECIFIC WALL HEIGHT. CO 7 112 WIDE ' PORCH SP STRENGTH MORTAR. REFER FOOTING AT ALL GROUTED CELL OF 25"ONTO FOOTING HEIGHT. (VERT) IN EA GROUT . . / R BLOCK .RAISED LEVFL A TO FLOORPLAN FO LOC1lTIONS WDLCATEb ON. - _ DOWELS AND TO HAVE A 1iln FILLED CELL {INDICATED TYP 4" THK CONC FLOORPLAN. ALLOW MIN 25" TOP BEND OF 90 DEGREES. TYP 4"THK LAN). AL SIZE AND SHAPE. CONC CURB ON FLOORP L SLAB on soil base VISII3IEASOVE SLAB. HOLD IN 4" ALLOW TOP BEND TO LAP CONC SLAB TYPICAL UNDER SEE FLOORPLAN OR DOWNRODS TO LAP AM1N . FROM EDGE.. INTO THE TOP LINTEL BLOCK . oil soil base ALL GARAGE OF 25"ONTO FOOTING CONNECTOR NOTES . _ ELEV VIEW FOR BLOCK WALLS.. COLUMN HEIGHT: DOWELS AND TOHAVEA TOP BEND OF 90 REFER TO CONNECTOR SCHEDULE FOR # 5 REBAR DOWNROD (VERT) IN REQUIRED STRAPS, SIZE AND SPACING — — —' -- �`— — _ — -- — — '— — — 5 X 5 CLEANOUT AT — EACH GROUTED CELL NOTED ON DEGREES. ALLOW TOP F.BC REQUIRES ALL CONNECTORS TO P. VISQUEEN VAPOR BARR{I=Ft OVER TERMITE ,---\BOTTOM OF EA VISQUEEN VAPOR BARRILt BEND r0 LAP INTO THE MEET WIND LOADING. AND CONTINUOUS FLOORPLAN. ALLOW MIN 25" . TREATED SOIL. r • GROUTED CELL OVER TERMITE TREATED. SOIL. 6 • TOP LINTEL BLOCK . LOAD PATH REQUIREMENTS from footing �„ TYP 4 TIIK LAP ONTO FOOTING DOWEL. . CONNECTOR NOTES TYP 2500 PSI (MIN) GONG CONNECTOR NOTES to. root DROP CONC SLAB FOOTING W 2 # 5 STL REBAR on soil base NCT CONNECTOR WIN DLO DING REQUIRED REFER TO US CONNECTOR SCHEDULE FOR REQUIRED TYP 2500 PSI (MIN) 25" L _ — PSI (MIN] CO TYP 2500 NC REFER CONT. MIN 25' LAPS) STRAPS, SIZE AND SPACING. FBC REQUIRES ALL — — — — - ` COLUMN PAD W 3 # 5 STL STRAPS, SIZE AMID SPACING. FSC REQUIRES ALL FOOTING W 2 # 5 STL — — — — — CONNECTORS TO MEET WIND LOADING AND _ __ CONNECTORS TO MEET WIND LOADING AND CONTINUOUS LOAD PATH REQUIREMENTS from REBAR CONT. MIN 25" LAPS} REBAR EA WAY CONTINUOUS LOAD PATH REQUIREMENTS from SEE FOUNDATION PLAN FOR .. • • VISQUEEN VAPOR • • „ . footing to roof. ACTUAL FOOTING DETAIL11001 . . BARRIER (OR EC)UIV) SEE FOUNDATION . defall OVER TERMITE TYP BLOCK WALL DETAIL detail GARAGE WALL SECTION & ,10 FLAN FOR ACTUAL L TREATED SOIL. detail not to scale 9 BUCK DETAIL not to scale FOOTING FRONT PORCH WALL SECTION SEE FOUNDATION PLAN FOR . not to scale AfITI 101 POOTIIVf` r)FTOII ENGINEERING NOTE . 'THIS PLAN HAS BEEN DESIGNED TO MEET OR EXCEED THE . REQUIREMENTS OF THE 2014 . FLORIDA BUILDING CODE 5th edition RESIDENTIAL THE ENGINEERING ON THIS PLAN DOE . - OT COVER ELECTRICAL, HARV, OR P MBING. SEAL �P, S . y� e ! r 4 ;� R7 { V 1 y I :0�?_� I ®1 �1 o ! \ f 0 . CONSULTING ENGINEER: H NE N. .JR P.E. FL. P. E.# 43670 PH: 321-5508-4266 ADDRESS: 14363 WINGFOOT RD ORL.ANDO,FL, 32826 BLOCK SHEARWALL NOTE: EACH BLOCK WALL SEGMENT FROM GROUT FILLED CELL TO CELL CONSTITUTES A STRUCTURAL SHEARWALL. WINDOW & DR COMPLIANCE ALL NEW WINDOWS AND EXTERIOR DOORS TO COMPLY WITH FBG WIND LOAD AND LABELING REQUIREMENTS CONCRETE NOTES CAST IN PLACE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 2600 PSI MINIMUM, AND SHALL BE PROPERLY MIXED, PLACED AND CURED. USE 6X6 WELDED WIRE IN SLAB OR FIBERMIX CONCRETE. 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 8" X 9"X 16" CMU 2 CELL HOLLOW CONCRETE BLOCK SHALL BE COMMON LAP BONDED WITH HIGH STRENGTH MORTAR . ONE # 5 REBAR vertical DOWNROD W TOP BEND SHALL BE PLACED IN EACH GROUTED CELL INDICATED ON FLOORPLAN. TOP COURSE OF BLOCK WALL. 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 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 OTHERWISE INDICATED ON FLOORPLAN. MIN OF B" BEARING OF MASONRY AT EACH END OF LINTEL. ALL LINTELS TO CONTAIN T #5 REBAR PLACED HORIZ IN GROUTED TROUGH TO FULL LENGTH OF LINTEL.. WOOD BEARING HEADER NOTES . DOUBLE 2 X 12 WOOD BEAM ON SPANS UP TO 10 FT. ON. SPANS GREATER THAN 10' UP TO 12' USE TRIPLE 2 X 12 .UNLESS ENGINEER DETERMINES DOUBLE 2X12. TO BE SUITABLE. USE PRE LAM BEAM FOR SPANS GREATER THAN 1.2 FT USE DBL 2 x 12 OVER WINDOW OPENINGS. OVER DOORS USE DOUBLE 2x 10 TO OBTAIN 83" HT IN 8' 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 T 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 wall 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. WINDBORNE DEBRIS PROTECTION WINDBORNE DEBRIS PROTECTION SUPPLIED SHALL BE UNLESS SPECIFIED OTHERWISE PRE-CUT, PRE -DRILLED, WOOD STRUCTURAL PANELS (PLYWOOD) MIN 7116" THICK WITH A MAX SPAN OF 8 FEET CORROSION RESISTANT 114" LAG SCREW BASED ANCHORS SHALL BE PERMANENTLY INSTALLED ON BUILDING TO ACCEPT PANELS (16" OC W/7 EMBEDMENT) FOR ALL NEW WINDOWS AND DOORS. - A1111111111111111111111111111111 PROJECT ADDRESS: SUBDIV BUILDER TURNKEY CONSTRUCTION PH 321-403-3263 DATE DRAWN JULY 8 2015 REVISION DATES: TOUCAN oaks version 2377sf (gar left) HUGH GRIFFITH- designer 1360 GRAND CAYMAN DR MERRITT ISLAND, FL 32952 . 321-698-2303 email... grifffthpfansQyaboo.com website... 9rih7thpians.com 'Ns plan, plan notes border notes and all pages are copyrighted 2014 by Griirith Plans. No porfion maybe reproduced or copied in any way Wfhout prior written pemltssion from Griffith Plans. All rights are reserved and will be protected and enforced in the event of violation, PG4OF4 STRUCTURAL DETAILS WALL SECTIONS