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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga_ 5v crimp metal roofing attached to plywood deck using #9 x 1.5' Gulf Coast Su I and MFG 5v Crimp Metal roofing FL #IIL51.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D PP g P g (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end 24 ge. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Field_ Attach (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end deck to trusses using attachment detail on this sheet laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced G o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 12 SLOPE 14 4 1 SL000- 8'-1" T.O_B_ 121" I211 12" .Tl. .f1. .n. 5/8" thick light textured stucco on typical concrete ® Q block construction 2 0'-0" = Finished Floor II SIC, alop'sesecoacovIiwavoo Finish Columns with II IIT � L � V � T I � � 5/8" thick x 8"w cut Finish Columns with 5/8" thick light textured 5/8" thick cut coral coral finished stucco bands 5/8" thick cut coral stucco on typical concrete � I � 1� finished stucco bands finished stucco bands block construction SCALE: 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 d 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib 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 aced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach eck to trusses using attachment staggered on this sheet 12 4 SLOPE ELEVATION. NOTES: REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands into Window or Door. 12" 5/8" thick x 8% cut ❑.. 3 coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction Finished Floor --------------- — ------ LEFT ELEVATION SCALE: 1/4" = I'—O" Z 2" 5/8" thick x I cut —, coral finished stucco bands 12 4 1 SLOPE SCALE: 1/4' = 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 24 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all tape and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet i ICI ICI li amiIm I;O] ICI I!I � I i =I -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate 1/2' drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" O.C. base —board 11 11 ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L xL #10/10 WWM on L mil Via queen over clean compacted termite treated fill Interior Non—Bearinq Partition nts Braden It Braden AIA, PA WLInne Building Corp. Architects — Planners l S.E. Coconut Avenue THE S T E R L I N Tel (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiascomcast.net St. Lucle County Florida a+,.=,.+ CI nQaai ++A Arnnnnn0) 12 5/8" thick x 8"w cut coral finished stucco bands 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" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" O 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0' Finish Columns with 5/8" thick cut coral finished stucco bands 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: II Wind Velocity: IL5 mph ultimate Mean Roof Roof Height: IIII'-OO"Pitch: +12 OV9ir2ci Internal Pressure C ricient: #O_Is Subjectabditg to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3`4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.L = 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.LDL+O.6wL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 pat Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.4/-84.0 pat Components i Cladding Wall End Zone Width: 3'_4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat _ Roof ®WaZnZone 4 I Wall Zone: S. +35.8/-41.8 pat o Components C Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided?��eeS$ ®® Roof Zone 2 Walls Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Sal Bearing Pressure:3 500 psi, Presumptive: X Bg Test: psi = Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD. 31 pat ROOF DEAD LOAD: 10 psP FLOOR LIVE LOAD: --15— sP FLOOR DEAD LOAD: IOpsi JOB ADDRESS: �Lk C.,��Q G MODEL: Date Drawn Revisions Sheet Comm # 3-2-1-20 GARAGE Drawn by: � PE& C.C.U.Checked by: RD FOR D.R.B. CODE COMPLIANCE OF 5 " 1��occ 7,((� FLOOR CLAN 1<_� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ieban3in bolts 50ikt� steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2 �•. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o �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. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. D 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.4 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen 18. with F.B.C. R31L - see permit info box of code edition Gyypsum board material conform to ASTM C36, C79, C415, C514, C630, C931 shall C`�60, C1002, C1041,C1177, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for installation of drywall Into Spacing Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or Sd cooler nail 0.080" dr . xx 1 5/8" long with Walls Either 16" 8" 160 Direction 15/44" head OR Ggpsum board nail 0.086" din. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8'011oong with I4t/64' head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e 0.092" diaOxx I 1/e" long with Walls Either 16" 8" 14. Direction 1/4" head OR Gg1psum board nail 0.01115" dia. x 1/8" with III/0" head. Install SGD 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 Use 3/14" tap -con with 1 1/2" penetration at 0 o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W_ manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84_ insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12 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 trues With (10) IOd x 11/2" nails ( 24" o.c.) supporting Max. 1101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installec using 1/8' dia shank x 1.5' long galy. rooring nails with 3/8" dia. head per product approval - we chart sheet #I 5/8" thick light textured stucco on typrcal concrete block construction #5 bar vert. w/ 30' overlap - at each filled cell Grade 12 4 PRE-att 24"o.c. TYPICAL INEERED TRUSSES (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 (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cant. For bottom row over openings 1/2" or over I" x furringg strips at 16" o.c. with R4.1 frfoil insulation on tgpical 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 proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and !l) #5 bar vert. (typical). Max. apacing shall not exceed Wood 48" unless otherwise noted Base see Foundation plan notes for J spacing at openings 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill \14" x 14" Concrete footing 14 with (2) #5 bars cant. and #5 TY R I C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" T N.T.S. AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 114 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2' VTR O 2% J, i 21/2 v MASTER//�� i 12„ o i 2 I BATH / i s LAV-1 �L h„ I ,AV -I � ee Masonry Beam C Sliding Door At Masonry Wall 2" 1 LAUNDRY n 3" AAV 4L2' VTR „ s-I 3 I KTICHEN 2" _.. LAv-I � PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2' Sill Detail NTS Masonry Wall ypical Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 0 o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3!48" 54%8"x 63i4" Single Hung ZONE 4 2. C-2%"x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3. T-2" x 3'-2 1/2" 213/2"x 38%" Single Hung ZONE 4 4. 4'-5'/e"x 4'-2%" 54%"x 5418' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to Withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s Specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X V-8" 41'/I"x 83%" Fiberglass Panel - Inswing ZONE 4 C C-On X 6'-8" 14" x 81 %2" of ec Wit°" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2" E 2' -6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X V-8" solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Penal J X-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold L 1'-6" X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor wlth manufacturer s specs prior to construction 2" we -I BATH #2 To septic C a u 'x L'-n" 10'-0" 12" Opt. PATiO/SLAB ==ImlE EE ° 0 O ° EGRESS E - 12" x 12" Concrete column E block filled with concrete and O i (2) #1 bars vert. tied Into I ro lintels above r- ° 12 -e Covered Porch E Provide screen mfill below E if °° °OI I I IElE E - ° MASTER © I sU= BEDROOM I ° ao c.-0u 8'-O'" to 9'-8" A.F.F. V_ vn 8'-O" A.F.F. Vaulted eihng u in Flat Ceding ° GREA;T ROOT I E Rodt helfI 1H.B. Vanity e to N N 34 Y2„hig v r E ao 1 0 2" x 6" knee -wall 8'-O to 9'-8" A.F.F. N - ° rr r O 1 W below counter top faulted Ceiling CLOSET] DINING LINEN J ROOM CABIN@ Rod t SheIP 8„ hs �� o W E p- m I DU/ -a A T H \ I Vanity be O 1W° to I 34 y2„high O High Wall u, m KITCHEN 3'-8" I O r Ven Dryer thro h wall O L8'-O" A.F.F.- Flat Ceiling °EIIr 1�i16'-0 t 10'-51, 4'-I" O B• ,< Upper cabinets to ext In over Ref. 3'-01;10'-2" O cw 2" filler 4'-0" E BATH #2 :s - - G .nie0 I�° Rod t Shelf O O A / C ° O �\ R-II Betts neiieuon 4"cp steel Ballard ,,, I See detail on this s ee 8 1 W, 1 EO L x> 24' Provide auto 17' G ey closer r A sic Access I E E With light L - - - - - 22" - _ JI 8'-O" A.F.F. 7t s NV Flat Ceiling 150 Amp s 4" 13'-G" �a 1 Meter _o" oCIDPanel inSECOND��EN VRGGRFF- Y BEDROOMGARAGE SS - E O 4" A.F.F. I El I MT EE IN ° Flat Ceding E r E O r-----------------1 EGRESS E `r Block wall in I garage to beif If 1 struck block C V E R D 12" x 12" concrete column block filled I 14 -G IF ORC14 with concrete and (2) #1 ars vert. tied p into lintels abo e I 1' 2" I O I I I O O ° ° DOI IE3 OE 3'-5" 9'-0" 3'-5" 2'-8" 2'-8" IS'-10" 5'-41, 36'-O" Install windows thru buck mto block with 3/lb" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS A ID Attach buck to block wall with 1/4" dia. Elco comic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior Pace 2" x 6" PT Buck ST. L.UUill: Lr of wall BOCC Varies INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru Jamb into buck ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS CE ,TY Z:) I ic, U L. I l.,l I N f-'t L I X L./ IT__ .'7 : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 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 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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUND�470N FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. 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, 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted t0 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 1 45 bar vert. at 48" filled cell on each of openings u to 5 —Il wide. o.c. max. Provide (I) h side P 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 1. Contractor to provide for soil test prior to construction and provide a cop( 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. SCALE: 1/4" = I'-O" Termite Protection 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. #5 bar vert. w/ 30" overlap each filled c Fill call with concrete and (I) #5 bar vert. (tgpical). Thicken edge to 8 x8 at Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR 48" unless otherwise noted one #5 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over Wood see foundation plan notes for clean compacted termite treated fill `i Base spacing at openings GRADE 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 and Visqueen over 41 _ clean compacted termite treatad fill i — — Grade m ---- :.��.:.....r`.r..r —_ III IIII—II I I I I I —I I I I IIII =_1=71 _ III 1111_ I- 11—IIII—ICI—IIII IIII IIII— 14"w x 18"d Concrete rooting IIII—IIII II 11—IIII- with (2) #5 bars Cont. and #5 3 3„ transverse bars at 48" o.c. 14" TYPICAL FOOTING DETAIL \ SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR (Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan I i, 3" (2) #5 bars cont. bottom steel `� %Z DETAIL AT GARAGE STEPDOWN \ SCALE 1/2" = 1`0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 14" below finished floor .I 777777 _ _� III IIII 1111=11111=11IIII, II 30"x3O"xl6" concrete 1- column footing wlth (4) IIII fill =111 45 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'7O" Contractor to provide proper foundation chairs for proper steel installation PORCH SLAB EDGE DETAIL 30 min. SCALE 1/2" = 1'-0" #5 bar vert_ w/ 30" overlap Corner Steel Lap at each filled cell nts #5 bar cont. in curb Fill cell with concrete and (1) #5 bar vent. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footin To Tie Beam Curb height Wood 48" unless otherwise noted g Verify based on Base see foundation plan notes for Conc. Fill To Be 3000 PSI foundation plan spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over t / clean compacted termite treated fill ;• =: L47 -' "mllumi —Ili ,_ 1' 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. GARAGE CURB DETAIL 5CALE 1/2" = I'-U" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garape Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT -�JOw Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Cone. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden I Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 3499L UAAC000032 14'—O" 36'-O" 10'-O" 121.1 10'-0" 12" Uu uu uu uu — — i— — ----F� ------- — — — — —— Rear Patio/Slab I— to be poured separate Q a. from the house slab. p 81 Thicken footing to 24 m ftt I I FI 24% x 14"d x 24"L cn under filled cells r J I under girder bearing. - L I ° 00 — _ — — — — — — — — — — — I n °O ° OO ° L.. — — — — — Rear Patio/Slab to 1 be flush with bottom of sliding door recess. FI Slope 1/2" I i I; I I1 I I1 O I FI °I I H.B. I Vanity to be Imo'-34 Y2"high 4" concrete slab with fibermesh OR F) 6"xb" *10/10 wWM on 6 mil Visqueen over clean compacted termite treated fill I I FI I 01 I I li Ii �I I 01 I)I I FI I 0 a nL 0 0 0 -------- 1 ILai A/C o r #I I 4"a Steel Ballard Pilled w/ Concrete® I \—w I�ol I OIFS oLw i IFQIa�i I� E w to to I I FI a °t! I I FI I Oi 1 O o'� I ° n .n O I FI -i I 'ate o\ F W E \ Uo I 0o U Ll i I — ❑° ° Qo ° Oo ° I �" x v �- Recess for -_ u 0 F r-- 1 FV r- ° ° °- Garage Door ,� ,0 ---- I --------- ° °o —� 12" x 12" concrete column block fille 9'-0" 3'-5" with concrete and (2) #1 bars vert. ti into lintels above 15'-10" 5'-4" 3'-4" 11'-6" BID UJynne Building Corp. THE STERLI Spanish Lakes St. Lucia County Florida N 0 o i ro H.B. a ao REVIEWED CODE COMPL 0.y FOOTING SCHEDULE ° Mark size Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS © 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q1411W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB 9 0'-0" MODEL: Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Sheet Comm # 3 - OF 5 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = ed ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" ." 8d ring shank 84 psf ** Zone 3a 6" 6" US wood screw 112.6 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan Column to Lintel 12"x 12" lumn Block QA, Rebar Provide #5 bars with min_ 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUS-OB/OT precast lintel set in mortar.. Min. 8' Bearing Provide 45 bar set in pre -cast lintel Into beam where length of the opening calla for it. - I' ' w`lui..,-�r:�+6S� r�� 'M4itt�Y•$j� I a,. �Y. �".° i 5 {: sir.*•1^•1.+: �t S�,� Provide PT Buck :i f .:a attached per jamb f.:l details into filled cal 1 I 4 Pre cast F I ]? Sin (t:; I t:1 l•-�, U212 f 1 Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled call. Tie �Jfilled cell steel into continuous / rooter steel. Concrete Footing (see footer schedule Por exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" bloekrneq to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8' die. threaded rod set min. 12' Into wet beam and (22) IOd nails into truss R-II batts Overlap-' TRUSS BLOCKING DETAIL t t a G i1 mi n t AT AT GIRDER CENTER STRAPPING BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire ,lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 under(ayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at ell laps and two eta�gered rows 12" o.c. In field. Attach deck to trusses using attachment detaI on this sheet LINTEL SCHEDULE Mark Window or D Unit WidthSize Lintel Cast -Crete Specification Rows of "H" Block Above " Bottom steel size Tap steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-V 8F8-OBAT I #5 3069 IS0 1024 L31 T-0 2'-8" V-1' 4'-0' 8P8-OBAT I #S 256I 1363 163 L45 4'-5" 5'-I0" 81118-OBAT 1 #5 1105 909 3311 L50 5'-O" C-La 8F8-OB/IT 1 #5 1238 835 121 LLO 1.1-8' 11-6. 81a8-OBAT 1 #5 1011 12i 534 L80 81-0' T-4" 8F8-IB/2T I #5 2 #5 752 591 512 L90 T-O" 10'-V 8118-I5/2T 1 #5 2 #5 L43 530 401 L905 9'-0" 10'-L' 8FIL-IB/2T ONE 1 85 2 #5 1533 1183 401 1_I00 10'-0" II'-4` 8F8-I15/2T I #S 2 #S 582 494 452 LIOOB 10'-O' II'-4' 8FIL-IB/2T ONE 1 #5 2 #S 1366 1028 452 L120 12'-O" 13'-4' 8F8-IB/2T I #5 2 #5 411 428 324 L12oB 12'-O" 13'-4" 8113I6-I13/2T ONE 1 #5 2 #S 1015 110 324 1_I40 14'-O' 15'-4' 8FIL-IB/2T ONE 1 #5 2 1 #5 1 1250 1.09 259 LILO IL'-O' 1I'-i' are-IB/2T I #5 2 #S 300 192 194 LILOB IV-6' I1'-4" 8FI6-I13/2'r ONE I #5 2 95 950 500 194 - 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 REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nods — ( 24' o.c.) supporting Max. 18101be. uplift Aluminum Drip ------ Edge t Fa 12" 2" x 4. Sub-Fascl Kaycan Full o vent vingl soffit installed using 1/8' die shank x 15' long galv. roofing nala with 3/8' dic head per product approval - see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars vart. tied into lintel& above thicken edge to 8'x8" with concrete and one 95 bar continuous BEYOND Top of tooter IL" below Finished floor v IIII-���������� IIII IIII IIII -IIII-IIII-11 12 4 5/8' thick stucco on attached to horizontal framing with nails or s no lase than 1-3/4' 1 horizontal wood framing into vertical wood fro Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web ° hi -rib lath vertical wood a to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 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 °D I Poured Concrete or \ concrete block wall Concrete Anchors F Manufacturers Space Tuplcal Sectlor Trusses at 24" o.c. see shop drawingN by others transition as n field and Flush Mounted Shutter Detail R-30 Batts Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss Into beam (22) 10d either wet nails into set or in epoxy with truss. Add blocking to ( 24" o.c.) supporting Max. PP 9 •R-11 batte truss leg per detail on this sheet HETA 20 1810 lbs. uplift R Stud Detail Stud w/ pia Coat Zinc NTa Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) section W a x w r A (V �1 aJ y o h- w a a d N el U ,. O va top U o E LILC = RUC`( L Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss P \R-30 blown fiberglass in bottom chord of trusses I/2' drgwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cant. 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 furring strips at 14" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall tote installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" onl4 proportioned Der FBC R601.1 and Mortar Joints shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...3 seswe WAS 90AIA or I OVA DINA IWIN WAM441 "A OA A A4 11 N FAA WA e.4 WA OA A WA A, 11 — M VE VAA FAM Ar I MEAN Won iFe ■ FIII cell with concrete and O O /� j� (1) #5 bar vert. (typicaD.FL f� HETA 20 W Q UQ Q WHE IV ::r, LLJ U-0 LLJ 43 w Z;4-�l Z W<ACL I W pr1L � 01 rL 01 H W Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with Fibermesh OR OxV #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII=IIII ;,,IIII — ALL TRUSS TO TRUSS CONNECTIONS BY _IlREVIEWED FOR TRUSS MANUFACTURER CODE COMPLIANCE ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR �I TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION T. !_1iC1 COUNTY at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE "Inr;c FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1-2-19 PANEL "A" Poles BR Load Wee Description tiro# circa Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Ran a #6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 4 Drgar 410 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 8 1 20 #12 Bathroom Recepts 9 Io Air Cad eor #10 5.0 kw 30 2 - 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 Air Handier #10 6.0 kw 30 2 1 IS - #14 General Lighting I6 16 1 15 #14 General Lighting n 18 WH #10 5.0 kw 25 2 1 15 #14 General Lighting 19 20 1 16 #14 General Lighting 21 22 GDO #12 0.81 K 20 1 1 15 *14 General Lighting 23 24 Spare Spare 25 24 spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot _ Watts Total(Watte) General. _Lighimg..(3. watts, sq: , ft,) ........... . . .. . ... . ..... Small Appliance. Cgcuit(s). . ..... ......... ............... ,Range ....... ......... ......... ......... ................ . Ref Agar ator .. , , , , .. , . „ ... , . „ ............................... Microwave Dish.. Washer. ... .... _ .... ............. . . . . ..... . .. _ ..... Clothes Washer Clothes..Dryaf................................................ Water Heater ..................................... Garage_ poor.Opener. ....................................... 1135 3 5,205 2 1,500 3,000 1 12,000 12.000 1 1,200 1,200 1 1500 1500 1 1,200 1,200 1 1,200 1.200 1 5,000 5,000 1 4,500 14,500 I 810 810 Total Watts 35AIS First 10000 Watts 011100% 1 10,000 10,000 Remainder 25,615 040% 1 O 10.246 Electric Heat or A/C 10,000 e65% 1 10,000 10.000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PS Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle Wall Mounted Light .J.Wa= ground fault circuit Int m Light with Pull Chain (attic) ® Floor Duplex Outlet d Computer Connection Jack Carbon Monoxide Detector 4& Flood Light (D Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack FT] Telephone Jack Ac also A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN ®= THERMOSTAT LOCATION B/A = BALANCED AIR O 149 CFM IOXIOX6 M of Now �1 149 CFM IOXIOxb `yt 12xI2xI0 B/A V�nt__---- Soffit �ATH 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECiVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit L 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can i1 meter can intarsgstem bonding 2" PVC ( FPL Termination pant schedule 80 2" rigid service PPL s e er ir 8'- Ge vane aed rods ELECTRICAL RISER Intersgstem bonding 2" PVC ( FPL Termination pant schedule 80 w^ 2" maid service FPL GEC Bar #6 c er me to (2) 8'- Galsvanved ground rods ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs_ NTS - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verdu AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke it Carbon Monoxide detectors_ 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comp)y w/ FBC RMI602 �� 9. A(C Rerr1 r t lines that are run thru slabs must be sleeved in 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed a tem shall be fully operative. 12. Contractor shall pay for all Tees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the Opt. PATIO/SLAB Covered Porch I C.GRE> T ROOI I I 12xI2x10 B/A C inter Registers a ` 208 C o ceiling ton 208 CFM �1 IOxIOx I � IOxlOx1 l ul 12" Iz - - - - - - - - 162 CFM d21 FM 12xbxi u 10 xb I n 1 �f ii 2gx20a A 1 Lci T I I ul F Lu Il > Attic Access with light cN L - - - - IL 150 Amp Lc:' - - Meter Panel R1�8 Cq GARAGE r----------------- i i t I 1 I I I I I I I 1 I I I I I I I 1 I I I COVERED PORCH DINING ROOM 15 ATH 146 CFM IOXbxb SECOND BEDROOM I I \ 112xI2x8 �'a B/A MECHANICAL LAYOUT SCALE: 1/4" = l'-011 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years From ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21_ Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. i4. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in proper working order. 23. All exposed wire below 9'-1" shall be installed in me EMT IT All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FBC RM1502 and telephone company. 18. The electrical system shall be completely and effectivelg OB grounded as required by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Exhaust Duct Thru Soffit H.B. Vent thru �offlt 4" Exhaust Duct Thru Wall w.p. G Install owleAortn under disc.not shownO clarity ELECT21C�41.... PLAN Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 UAAC000032 SCALE: 1/4" = 1'-0" Attic Ventlncq Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit UJynne Building Corp. THE STERLiN Spanish Lakes St. Lucie Countg Florida Post Light with o Photo cell W w MODEL: Date Drawn Revisions 3-21-20 GARAGE Drawn by: LEFT C.c.U. Checked by: D.R.B. H.B. Exhaust Duct -Thru Soffit •s- Wire For Front Post Light �om REVIEWED FOR �> CODE COMPLIANCE ` W STe LUCIE COl1N'�Y rL ROCC Sheet Comm # F-1 i�-3oo OF 5