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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2G ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4' side laps and C end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE ..-i E - i, block construction Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction RIGHT 12 ELOPE I 4 0 0'-0" = Finished Floor Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL 4116SI.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 5/8" thick x 8"w cut stucco on tgplcal concrete coral finished stucco bands block construction O.H. i 1212 � O.H. 5/8" thick x 8"w cut, coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base —board I II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR G"xV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden lt Braden AIA, FA Architects - Planners -411 S.E, Coconut Avenue B E mail: bradenaiascomcast.net . : I 0 *12 12 4 SLOPE All MANUFACTURES LABLES SHOWING, U FACTORS AND SHGC COMPLIANCE WITH FOC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ,--, F NT ELEVATION / 7 It- v-5szi SM LUCry 0!N-TV !)T'L n TVC PP,-Tclnv i3r'1TEWED FOR �L: CE DATE `B PI.kNS 1'FRl4T! *, 18T BI: it%PT ON JOB OR NO ECTION WILL BE NIADE. I CF4�r!! i c f tictil! �;trwtk .' 4-4.��?a9k-it�� (�l/I �T '�1�(N,iihf�, .. .I:ir! 7•l.f�.. 'I P.lii� i ., p_ THESE PLANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE" CODP 1ugnne Building Corip. f6panlsh Lakes 16t. Lucie County Florida SCALE: 1/4" = I'—O" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX PI wood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. aim SCALE: 1/4" = I'—O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk CategorII Wind Velocitg: 165 mph ultimate Mean Roof' Height: i1'-0" Roof Pitch: 43 2 Internal Pressure CooeeTTicient: ±0.18 rr Sub jectabditg to damage from: Weathering: Negligible, Termites: Very Heav4 Width of Roof End Zone: 3'--4" Wind Speed: 16i_mph ultimate Wind Exposure Classification: C: ITCH Adjustment factor for Exposure Height: 1.21 x 0.4= 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+L..; DL+O.LWL; O.GDL+0.LWL Components 4 Cladding Wind Pressure (NET) Ro°f Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.t /-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf ®= Roof Zone i Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components & Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Conaidered for Structure? Yes = Roof Zone 2 Continuous Load Path Provided? yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure.2.500 psi. Presumpti +e: X Bg Test: psi This Building Shall Have the Following: = Corner Zones ® APPROVEZ"a SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR OEA,:) LOAD: 1O psf JOB ADDRESS: Model. Date Draw;, Reuislons Sheet 5-9-11 REAR Drawn b�: PORCH C.C.U. I"" LEFT Checked ty. D.R.B. OP.5- Comm # FLOOR F L % j� Recess top plate x 3/8"d Counter top -verify type with contractor f-'� � for steel support angle angle ^^ C R A S P O S T D E T A � see detail on this sheet TYPICAL NOTES: SCALE I/4" = I'-O" N.T.S. Z:_� L Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter Pproceeding with Work, 9 steel crash post. Floor Flange with 4 - 3/8" Steel countertop support angle Install 6" from each end and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts Into one in center of counter. 3. ALL Lumber t0 be Used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail 2" x 8" wood studs a minimum 1,400 P.S.I. fiber stress. a 6" I/2" drywall at 16" o.c. 4. No dissimilar metals t0 touch. 2%2" 2%2" 2" x 8" PT wood plate 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ;' '/2' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3 000 P S I concrete and/or 4 000 P S I rout mix 0 6. g Drywall at ceilings shall be leveled and attached to bottom chord KITCHEN ISLAND FRAMING DETAIL Of trusses With screws er FBC R102.3.5. P 2i/2" ° Attach buck to block wall with 1/4" die. Elco conc screws -1. ALL wood in contact with concrete shall be pressure treated. ° 0 with min. 1 1/4" penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %" and 4" max from each corner thru 2" 6" PT Buck exterior face x or way 9. ALL plumbing fixtures to be low flow. N 10. Contractor to Provide Drain at water heater in accordance cries with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for u8 woad screws thru jamb into buck handicap accessibility requirements. 2'� 2%" Detail at Door Pt each doge and Is' max end rior to door attachment 12- Lowest finished floor to be set by Governing Building Department /' 6" /'" NTS surveyor to set In field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage Shall be per FBC R302.� ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door BLOCK NISTAL ATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 each comer da o o.camax. 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 tfrd0." hereafter Exterior face at head and sill per product approval 11 All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall - Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C79, C475, C514, C630, C931 I x4" P.T. Buck nailed to C960, C1002, C1041,C1111, CII-18, C12-f8, C1395, or C1396 and shall be Installed Detail at WIndOWS plock with case hardened nails Nor to window attachment accordingto the following: (FBC R102.3.5) I" x 6" P.T. Buck nailed to NTS g Maa�ry Beam block with case hardened nails prior to door attachment Drywall Location Orientation Framing Member Max. spacing Nail sizing options for Thickness Spacing of fasteners installation of drywall into Nails Screws Maximum wood framin members g 2" x min. thickness Ceiling Perpendicular 24" T, 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 16" g I6" 0.080" dia. xx 1 5/8" long with Direction 15/44" head OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" �" 12" 13ga 1 5/8"011oong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 8 OR 0.092" dia. xx I "i/8" long with Walls Either I6" g' I6" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I l/8" with 19/64" head. / Install SGO thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at head per product approval O O Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails 14,0;9ed prior to door attachment fixed door sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, Masonry Wall - tFE A108.1, A118.1, A118.3, A136.1 and A131.1 111- = 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTMA " C1288, C1325, OR CIIIS and Installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall tile In tub areas and wall panels in shower areas. SIII Install SGD thru buck into 21. insulation includingfacings Such as retarders Or vapor permeable members installed 9 P P S I I d I n D OOr Detail block with 3/16" tap -con with 1 1/2" penetration at 6' o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics g from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanying smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS R I Insulation shall comply Wlth F.B.C. 3 6. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411951.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2" nails F- ( 24" o.c.) supporting Max. 4 Blolbs. uplift i Aluminum Drip �> Edge t Fascia 7 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installec using 1/8" die shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet xl 5/8" thick light textured stucco on typical concrete \ block construction #5 bar Vert. w/ 30" overlap at each filled cell W ood Base LAR PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont, for bottom row over openings I/2" drywall over 1" x furringg strips at 14" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 i and shall meet all pertaining ASTM codes. 0o Mortar to be Type "M" only proportioned per FBC R601.I and Mortar Jonts shall comply with FBC R4012J. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill III1 I I I1 I I 111 � 11111 14" x 14" Concrete footing with (2) 45 bars cont, and 45 transverse bars at 48" o c Window Schedule Mark Size Rough Open. Window De5crl Lion PRESSURE ZONE I. 4'-5%"x 4'-6%" 54%a"x 54%,, Single Hung ZONE 4 2. V-2V'x 5'-3 %s" 15" x 63 %;' Single Hung ZONE 4 3 2'-2" x 3'-2y,' 2l%2"x 38%" Single Hung ZONE 4 4. V-1" x 5'-3%' 38" x 63 /q, Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint rid mullions per elevations. LL windows to withstand pressures in permit info box on Sheet I LL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wl h manufacturers specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-0. X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 3'-0" x 6'-8" 41"%4" x 83%;' Fiberglass Panel - Inswing ZONE 4 6'-O" X 6'-8" �4" x 81 i2" d bott" Sliding Glass Door ZONE 9 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 2'-6" X C-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold Cs 2'-8" x 6'-8" x I %" Solid Core Wood, Steel, or Masonite Door 2'-8" X C-all Solid Core - Wood - 6-Panel 2'-6" x 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE W All wI Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I rough opening dimensions to be verified by contractor h manufacturer s specs prior to construction 8'-10/2" .12" N o u Filled cell under girder above _ O PORCH O WIRE LATH t STUCCO CEILING 3' 9 12" Verify attachment hole location with GC prior to fabrication 3/e" thick 6„ steel bracket 3' COUNTER TOP BRACKE DETAIL I N m a in 9 X I I I 0 8'-0" to 9'-15 I " A F F 15'-3" EGRESS 13'-11" MASTER BEDROOM 8' -0" A.F.F- Flat Ceiling Vanity to be 34 Y2"high , Vaulte Ceiling T Rod t Shelf � o GREAt ROOM a, m �I OSE� M Lt-_-- r Rod t Shelf I �"DRrER 2" �O 3 LAUNDRY ° �'- " M! O 9'-8" A.F.F. Vau ted Ceiling I � DINING OOM 2"hgh b 34y l I counter tops to T 3/8" thick stem counter top supports I overhang wall 1.5" r 1 5'-3" 90" counter to s to eq. eq. F overhang wa 1 I.5" 6" b in ° Li PANTRY - - - - i C t+l m CAB - I DW a a +41" high wall I I I o I KITCHEN 1 _ 8'-0" to 9'-'8" A.F.F. O Vaulted �elhng - Upper cabinets to extend over Ref. ICR WAVE NON VENT L REF. 001 38" CLEAR - - OPENING m -II Batt. Insulation /'_ 0 #I 0 4"(P Steel Ballard cl serde auto See detail on this sheet wI r 22" x 54" > / Attic Access 0 = 1 O with fight Q Flat Ceiling o ,4RAGE rc O O - B O Block wall in garage to be O O MT [ N k bl k strut oc \ 13'-O" \gyp EMERGENCY � f----------------� EGRESS O I I I I _ I I � I I 1 I I � I I I I I I O I I O 091 SI liel ISIE A 2'-8" 9'-0" 2'-8" 6'-4" SECOND 1w� JA • %\ Flat Ceilin his f- t� THIRD BEDROOM I Flat Ceiling Q 12'-8" IN. I R-II Batts In.ulaGon Provide auto 150 Amp closer Panel J I 1 I � I II I I b 'IG,OLF CART I GARAGE I -8" 9'-O" � I2'-8" 9 101 14 I to Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 1�4,024 Under Roof Total = 2,484 sq. ft, TiOT Scale : 1/2" = I' -Oa 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X4 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. I6. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. FOUNDATION FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, it A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF II SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED_ FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I 1*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to S'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/SEE TYPICAL 30" overlap _,SECTIONS at each filled cell 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill T-<footing 4"w x 14"d concrete monolithic with (2) 45 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR ("XC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 10" 12" DETAIL AT 6" 12" x 12" concrete column block filled with concrete and (2) Ul bars vert. tied into lintels above Top of Tooter 16" below finished floor 11. (2) #5 bars cont. bottom steel ARAGE STEPDOWN SCALE 1/2" = 1'-0" Verify house slab height in field �11®11'lli®11�1 1E��1�I8���I�1■ 30" OLUMN FOOTIN( DETAIL SCALE Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" F6 12"W X I8"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ No 30"x30"xW' concrete column footing with (4) 45 bars each way I.0 SCALE 1/2" = 1'-0" EE TYPICAL iECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ® F.F. a. 14 w x 14"d concrete monolithic footing with (2) 45 bars cont. 3 14" GARAGE CURB DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill u5 bar cont. Termite fi rotection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 4" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 1*5 From Footing To Tie Beam Double Filled Cell .11 0° (2) #5 bars cont. bottom steel / DETAIL AT 9 GARAGE STEPDOUJN Conc. Fill To Be 3000 PSI See Floor Plan For Location olumn Single Filled Cell Column NTS NTS 0 SCALE 1/2" = I'-O" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel n Provide Cast -Crete SUB-OB/OT precast -- lintel set mortar Min. 8" Bearing Pl- Provide #5 bar set in pre -cast R ICO F F T 4 N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. - O h t 11 - O /1 l h d h h ovide PT Buck .ached per jamb ails into filled ci 4" Pre -cast Sill N ver angs a Uri ass Ot erwise note on t IS S eat Roof pitch at 4:12 unless otherwise noted on this sheet Truss shop drawings to be provided bg manufacturer Ang changes to this plan shall be submitted to the -- architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY r TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for lagout and Uplift verification :i Poured Filled Cell — Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. Max. t"; i :? 2.41- Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf i A. ,"'1• I co crate Amhara Per a Zone 2 4" 6" Sd ring shank 16 psf Poured concrete Or na ufacturera space ll concrete block wall 1/4"Max. N Concrete Footing r N Zone 3 �{" �" Sd ring shank 84 psf J L (aloe footer schedule r3 x Vol ** Zone 3a 6" 6" US wood screw 112.5 psf for exact area) +� ** p DETAIL AT WINDOW OPENING IN Aluminum Panel u Use Halls or screws based on pressure for roof stated slue per Panel manufacturer 0 ns in permit info box on these plans for zone 3 ar CBS WALL Scale: 1/2" = 1'-0" 24 0 2 VX See Typical Stud Detail a-1 L Q LU 3:/e" x 3/32" Wing Nut w/ JOC N SINGLE PLY REAR GIRDER TRUSS appropriate washer and spacing U .. I i per manufacturer's Details Nail 2" x 4" blockm to vert. leg of m ` O94° E truss with IOd x 1.5''q nails at 4" o.c. s" d Verify with Plan ' a m r Install Simpson MGT into wall using a L Concrete 12"x 12° N -5/8" dia. threaded rod set min. 12" Lintel into wet beam and (22) 10d nails into truss m / �� Column Block Column Rebar to Lintel Reber 48 Bar Dia. TRUSS BLOCKING DETAIL Min. Overlap AT GIRDER STRAPPING Attachment AT CENTER BEARING POINT I,42rV 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d Halls. Substrate to be 19/32' COX Plywood nailed at C o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced (' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �` Additional Precast Lintel tt5 bars , Irer' yCLEAR Lintel Length Bar Length Clear Span u u A Bars u u B BarS '" 1 ` 2'-10" 2'-8" -6" 2 #3 none 1 I 1 1 1 1 3'-C 3'-4" 2'-2" 2,#3 none 8F8-OB/IT 8F8-IB/IT BPS-I13/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none tt5 bars CLEAR ' ," "' +f. 4'-6" 4'-4" 3'-2" 2,43 none One Row of "H" Block Above :;r; ;'., ; 5'-4" S'-2" 4'-O" 2 #3 none 2 U4 none r y Precast Lintel 1 ' 1 Additional 2 u4 none 45 bars t� 1'-6" 1'-O" 6'-2" 2.#5 none SFIL-IB/IT BFIL-IB/2T 8'-4° T-10" T-o" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2, min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEIDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above „ Bottom Steel S1Ze Top steel S'� Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-6" 8F8-OB/IT 1 #5 301.9 1549 1024 L31 X-6" T-8" 3'-1" 4'-0" 8F8-OBAT 1 #5 2541 1363 -143 L45 1 4'-5" 1 5'-10" 8F8-OB/IT I #5 1105 1 909 339 L50 5'-0" C-6" SF8-OBAT 1 #5 1238 835 121 LLO it T-0 8P8-OBAT 1 #5 1011 121 534 LBO W-O" T-4" 8F8-IB/2T I tt5 2 #5 152 591 512 L90 T-O" 10'-6" BF8-I15/2T I #5 2 #5 443 530 401 L90B 9'-0' 10'-6" 8FI6-I13/2T ONE 1 tt5 2 #5 1533 1183 401 LI00 10'-O" II'-4" 8F8-IB/2T I #5 2 45 582 494 452 LIOOB 10'-0' 1 II'-4" SFIL-I13/2T ONE 1 tt5 2 #5 136L 028 452 L120 IT-O" 13'-4" 8F8_-IB/2T I #5 2 #5 411 _428 324 L120B IT -Oft 13'-4" 8FI6-IB/2T ONE 1 #5 2 tt5 1015 170 1 324 LI40 14'-O" 15'-4" 8FI6-I13/2T ONE 1 #5 2 45 1250 L09 269 LILO 16'-Om IT-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LIOOB IL'-O" IT-4" 8FI6-I15/2T ONE 1 #5 2 #5 950 SOO 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION RLEGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Dnp �� " Edge t Fascla 12" 2" x 6" Sub-Fascl Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied_ — mto lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of Tooter 16" below finished floor 12 4 1/2' thick e attached to framing with no lose than horizontal we into vertical e::i Aluminum Dmp Edge I:Fascia Stud Detail Poured Concrete or NTs concrete block well \ Stud w/ Die Cant Zinc \L n Nickel Plated Wing Nut 114. Concrete Anchors Per �. Manufacturers Specs Flush Mounted Shutter Detail nts Flash and Counter flash Nail ledger to gable end truss with (2) IOd 118 at each web :ration Into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 95 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan `r I —G W Cod Brace Gable end with 2" x 4" SYP #2 Slit back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) "\R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish Two rows of beam block filled with concrete and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 PI-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportionedper FBC R601.1 and Mortar joints shall comply with FBC i�601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U tt5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR CxV 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIII Ni ,..• .. IIII (IIII II 114 Ilil — IFI a 0 „III 3 Tc Picaf Section at Front Forch Scale : 1/2" = 1'-0" Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or In epoxy with (22) 10d nails into truss. Add blocking to truss leg per detail on this sheet � Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supportingg Max. ETA 20 1810 lbs. udllft L908 1006 B I1.40 o W [L BI N L90B � I Q BI INIL BI z O.H. I L4 BI I I 4 OfD a 19' I BI di O ao B BI L22 AULTIED EA 4 f W I E 8'-LI' BI W�� I ° 12 B Q SLOPE 14 Z W BI L31 ulf Coast uppl G Sv Crimp Metal roofing FL 411651.12 ga. 5 crl mering y1w. attached to plywood deck using #q x L5" ood sc ws w ae ling was er at 12" o.c, max spacing over ASTM D 2" I laps asten d with Jna n reatatant tin caps and with 1.25" ring shank Walla s ed 6" o.c.at a and two staggered rows 12" o.c. in field. Attach H ck t trusses usichment detail on t is s eet V N r — — BI L31 Q 22" x 54" 0 Attic Access 1 \ with light ILI I I N\ o � 12 I / L31 ao 4 SLOPE I / I 8' O" MAX TII I i I IODD SPACE L22 BI BI BI L22 ' 111 N O O ci TA BI Bl BI BI BI L90 LLOd I 1 11 11 L90B 0 Provide downspout L x � Ou M (Y v L 4 {J 4 L t d O Q a t`i IL N N Q C C to U W OD = E - U � ro � HtIH 1V \ Provide for gutter Simpson HETA 20 j\ hurricane anchor at each truss Provide downspout ( 24" o.c.) supporting Max. 1810 lbs. uplift 0 t— UJ PANEL "A" Poles BR Load Wire Description circ# circa Description Wire Load SR Poles 2 40 7.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 T 8 1 20 1.8 kw #12 Pump 9 10 Drgar #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 I6 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. IT Is Recepts 412 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 % Recepts 412 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 1 1 i5 414 General Lighting 29 30 Recepts #12 20 1 - 1 IS #14 General Lighting 31 32 Recepts 4I2 20 1 - 1 15 - #14 General Lighting 33 34 Exterior GFCI #12 20 1 I i5 #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 37 38 General Lighting $14 IS I 1 20 412 Bathroom GFI 39 40 General Lighting 414 15 1 - s are 1 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 Watts sq. ft.) Small..Appliance. Clrcult(s)..... ,,,,, , , , , , , , , , , , , Range . ......... .................. ......... ............... Refrigerator ... .... Microwave..................................................... Dish Washer ................................................................. .Clothes„Washer...............................................1 _Clothes.Dryer. ....... ......... ........ ................ Water Heater Water Pump .................................................. Garage Door. Opener ... ..... ...... 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 1,200 1200, 1 1,500 1,500 1 1,200 1,200 1,200 1,200 1 6,000 5,000 1 4,500 4,500 1 1,800 1,800 I 1 810 810 Total Watts 31.415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10.964 Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet AA Y Ceiling Mounted Light Special Receptacle O- Wall Mounted Light wFi Waterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM 1 Carbon Monoxide Detector Flood Light TQ Thermostat ® Electrical Panel ® Central Vac LaJ Electrical Meter @s Smoke Detector Ceiling fan Q Television Jack Telephone Jack AC DISC C A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® SPKR Speaker Hook -Up ❑I Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper were onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. A. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15, All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IIo. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telebhone combanu. ISO #2/0 Aluminum feed AMP 1 '/:" Conduit PANEL 2" PVC ( FPL 124 CFM IOxIOxL PORCH MASTER BEDROOM I 12x12x10 B/A 124 CFM lox1ox6 14-1 CFM 141 CFM IOXIOX1 IOxlOx1 I rla r 12x&10 ° B/A 8x4x4 9 CFM I GREAT ROO 1 B� I LOSE o ex4x4 - - - 50 CFM -- WASHER DRYER I I LAUNDRY 141 CFM I 8X4x4M IOXIOxl I 12" DINING ROOM I I 16 CFM r-" eX4X4 I I,�I � T r 1 2xl2xe �,', B/A PANTRY - - - - - - - - CAB - - - - - - - - nang I II Box W I DI Ill CFM I" i 12x6x1SECOND IOXIOx6 I I BEDROOM KITICHEN I6" 1 3 TON I MICROWAVE I 1 SEE MANUAL I NON -VENT 20X20 "J" and Energy R L38"!C LEAR T �I�rTrJJA �Calculation L--ENING/FGIIIr G� for Unit info i r cam\ r-" 12xi2x8 W.H. 114„ AiC 4" 0 Steel Ballard I THIRD See detail on this sheet I w BEDROOM ' _____ 22" x 54" I ?O 100 CFM Attic Access I I = lox6x6 I -wmh fight I Q L - J I/ disc. L•4 R J 8x4x4 48 c GARAGE 2" rigid service FPL ( Bare #6 copper wire to #5 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20, All material shall be new and shall bear underwriters' labels where applicable. 21, All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and Install all fixtures as called for on the plans or as selected by others. 23, All raceways and pipes placed In or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-l" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I 150 Amp Panel GOLF CART GARAGE I I I I I I I I I L,4Yl/UT O= THERMOSTAT LOCATION S C A L E: 1/4" - I- O i' Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 34996 #AACOOOOS2 PORCH \ `� / WP GFCI 1 / i u I -- I I O I � O I I I �-- I I / GREAT! ROOM 4LOSET- LA I� Vent thru \ -Soffit I \ o \ WASHt=.R DRYER I \ \ LAUNDRY DINING I \`\ #- \I ROOM iAl- / M ©" i / I / 7/ MASTER BEDROOM PANTRY _ - - - - IY.TI CI° ° GFCI WP GFCI GFCI'Instali � I T CIH E � under owlet _ I 1 under disc. N I 3 not Silo clarity ❑T GFCI ® MICROWAVE E I �4 y iNON-VENT U O 38" CLEAR Q L ZZ-- OPENIN \ GFCI GFCI - 4- - - W.H. GPC \ A/C _ #1 4"0 Steel Ballard / See detail on this sheet r 22" x 54" mil/ Attic Access- = withyghC m OPTIONAL PANEL LOCATION GARAGE /� \\ / 1 l� 'Jdb 1\ SECOND 1`�EDROOM 1 \ 1 THIRD ---BEDROOM \ GFCI P \ \ / / tight\ 1 GFCI / to corner\ i Garage Door 1 \ Opener 1 \ A I I 1 Wire For Front Post i i 11 Light I I to garage Illghts GPCI I I Winne Building Corp. THE WINDSOR Spanish Lakes St. Lucie County Florida GFCi / 150 Amp / GFCI Panel / Garage Door I Opener I GOLF CART 11 GARAGE I &= I I GFCI I I N N WP GFCI - ELECTRICAL f=L;4\ O Post Light with Photo cell ° Center Post Light between driveways MODEL: REAR PORCH LEFT SCALE: I/4" = 1'-0" Attic Ventino Calculations Total Attic Space = 2101 sq. ft, FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 5-9-I1 Drawn bg: C.C.U. Checked by: D.R.B. Sheet E- OF 5 Comm # IS-IS8