Loading...
HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL u11651.12 2t, ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woad 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails e aced 6" o.c. at all legps and two stagagered rows 12" o.c. in field. Attach ��1, t.. h".1..�. �1.1... .Y+.-J.---. .i-. . — ♦L... .L.m. 5/8" thick light textured O stucco on typical concrete �¢, block construction - - - - - - - - - - - --- - - ;;L - LOI = Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' R. Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 d go. 5v crimp metal roofing attached to plgwood deck using u9 x 1.5' woo 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" and laps fastened with corrosion resistant tin caps and with 1.25' 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 12 4 1 SLOPE, ice; =L=VATIOKl O Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 411"1.12 26 a. 5v crimp metal roofing attached to plywood deck using #4 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 lops and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank naily s aced L" o.c. at all Iapa and two stagggered rows 12" o.c. in field. Attach deeck to trusses usina attachment detal on this sheet . , Y VIIIVA VYF VVI NI bLw6Gu uri UVIj Q1 4Vr161=6W finished stucco bands block construction REAR ELEVATION I �l T F.- S : SCALE: 1/4' - II - 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"w cut El 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction FinishedFloor --------------'----------------------------------------------- LEFT ELEVATION SCALE: II - 1'-0" 5/8" thick x 8"w cut � coral finished stucco bands 12 4 1 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 91101,12 2L 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 (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" 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 �I�ILkn71wl MINIMS I -MI 4 F 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate 1I `1/2' drgwall ceiling on truss bottom cord I/211 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 VxL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition Braden t Braden AIA, PA Architects - Planners 4111 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net W,unne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida ;9rItnn /8" thick x 8% cut )ral finished stucco bands I/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to bs 19/32" CDX Pigwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' - II 5/8' thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ? � 000 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: 6th Edition and ASCE 1-10 for Wind Loading Buildin Design is: Enclosed Risk Category. I( Wind Velocity: IL5 mph ultimate Mean Roof Height: Rod Pitch: 4:I2 Internal Pressure Coefficients. to_I9 Subjectabihtl{ to damage from: Weathering: Negligible Termites: Veru Heavu Width of Rod End Zone: a'-4' Wind Speed: IL6 mph ultimate Wind Exposure Classification: C 1.21 x O.L 0.�2L Adjustment factor for Exposure Height: ASD+Sesi n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; OAPDL .LIEL Components t Cladding Wind Pressure (NET) ad Zone: I. +2pp.L/-332.6 pst lod Zone: 2. +20.6/-51.0 psf Rod 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 Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +3Z.0/-40.3pat Shear Walls Considered for Structure? yen Continuous Load Path Provided? YY#�ss Are Components an Cladding Dew Provided? Yes Minimum Sal Bearing Pressure: Z OO Do. Presumptive-. _ _ X By Test: psi ROOF LIVE LOAD: 3— Pelf GARAGE LEFT )ate Drawn 3-24-20 Drawn by: C.C.U. Checked bg: D.R.B. ROOF DEAD LOAD: 10 psf FLOOR DEAD LOAD: 10 psf Revisions : - Rod Zone I Walls Zone 4 - Rod Zone 2 Walla Zone 5 END ZONE = Corner Zones Rod Zone 3 Sheet Comm # 1. 12-2� B OF 5 FLAN CLASH PCST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts into all (3/8"t 50 ksi 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%" 2'/2" 5. 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 #are" 21/2" 6. Drywall at ceilings shall be leveled and attached to bottom chord �° 4' of trusses with screws per FBC R-102.3.5. 1 o 0 2�. 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 fora�, handicap accessibility requirements." 'Al. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 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 pper FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L" 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 with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36, C79, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C12i8, C1395, or C1396 and shall be installed according t0 the following: (FBC R102.3.5) '' y Drywall Thlekneas Location Orientation Framing Member Max s aein of fasieners Nail sizing options for installation of drygwall into Spacing Maximum wood framing mom era Nails Screws 2" x inn_ thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" Iongg /2 annular -ringed or 5d cooler nml OR 0.080" dia. xx 1 5/8" long with Walls Either IL" Direction 15/64" head R 'sum board nail 0.084' dia. x 1g5/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/L4" head 0.098' diameter x 1 3/8' longg annular -ringed or Ld coder mail - OR 0.092" dia. xx 1 1/8" long with Walls Erther IL" 8" IL" Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into u 0 O block with 3/IL" tap -con with 1 1/2" penetration at L" a.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_Mro 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 #11651.12 24 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 underlayment installed with min. 4 side laps and G' end laps fastened with corrosion resistant tin caps and with 1.25" ring ahank 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 Simps��m HpEnTA 20 or equal Wth�ll4> IOd x lal/2"cnailsu 12 l 24" of wpp 1/2' Max 4 PRE-ENGINEERED TRUSSES 181o1ba. uplift at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip �� R-SO blown fiberglass Edge 1i Faacia in bottom chord of trusses i/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kapcan full o vent vmupl soffit Installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 1.5' long gale. bar cost. for bottom row over openings rodng nails with 3/8" dia. head per product approval - we chart shoat al 1/2" drywall over I" x furringg strips at IV c.c. with R4.1 frroil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. ro block construction Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rack at all wet areas (ex. showers, tuba etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermesh OR L"x(," #10/10 WWM on L mil Visqueen over clean compacted termite treated fill 9n e Grade - I- - 14 w x 18 Concrete tooting witfi (2) #5 bars cant, and #5 I 4 transverse bars at 48" o.c. TYPICAL SECTiON Scale : 1/2" = 1'-0" N.T.S. Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 s" VTR / J_ 1 " 2 12" I MASTER ATH R t v-I uv-1 2„ " wn-I 2" we -I 2" 2" LAUNDRY 2" 3" 2" r nov 2" vTR 3" aT-1 3" a-1 2 KTICHEN 2" 2" I �vB-1� 3" " PLUMBING RISER BATH #2 To Septic I" x L" P.T. Buck nailed to I O block with case hardened nails prior to door attachment j ra Masonry Well "`'::;'ill L� II \ .,.,: Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding Door D t a l l 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambe per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5Ya"x V-3i8" 54id'x i31/4' Single Hung ZONE 4 2, i'-2ka"x 5'-3 ia" 15" x 0 i4' Single Hung ZONE 4 3. '-2" x V-2 1/2" 21i2°x 38%'l Single Hung ZONE 4 4. 4'-5%a"x 4'-2%a" 1 54%a"x 54Ya" I 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Doan Description PRESSURE ZONE A cr-O" X it -Of 108" x 84' Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41 i'A"x 83%" Fiberglass Penal - Inswing ZONE 4 C t'-O" X C-8" 14" x 8l '�,° =°' Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - t-Papal -Si-Fold Finished 24' x 81 iz' E 2'-0 X i'-8" Solid Core - Wood - i-Panel F 5'-0" X i'-ell Solid Core - Wood - 6-Panel - St -Fold G 7-8" x C-8" x 1 %;' Solid Core Wood. Steel, or Masonite Door H 2'-8" X i'-ell Solid Core - Wood - 6-Panel J 2'-60 X 6'-8" Solid Core - Wood - i-Panel - Br -Fold K 2'-8" X C-ell Solid Core - Wood - i-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED iN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction m U �n i N O N A iC Meter 07_� 9'-G"' 81 2" OPTIONAL PATIO/SLAB EGRESS ° °12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above O Covered Porch o 0 N ° I O MASTER BEDROOM - 8'-O" tol9'-8" A.F.F. ° i■ 8'-0" A.F.F. Vaulteb Ceding in IV Flat Ceding GR AT If ROOM 4' I I Rod E half 6'-0" ° I in vanity II to a I N r N 4yz„h,g a I I N ., ° r O C L O E II B knee -wall 8" A.F.F. below counter top Vaulted Ceiling DINiNG EN le• -- -J rAINKs Rod II Shelf 8" she F I ROOM 4 I Q //�� --/fir �`if A T H ° �� I Vanity to be Oi 34 Yz"high N 1 Hi 11"Wall 911' Yq -O 3/4" O1 •" KITCHEN 3'F I o 1- O _" °D N 8'-O" A.F.F. - - Over-12hang - - O N -IIIV Flat Ceiling o 0 10' Upper cabinets to D O ext In aver Ref. 11714a O .;. no I E BATH 2 - - Rod t Shelf R-II Emit,IaNati W.H. _ I ® n _ E - - - - - 4 d Steel Ballard See detail 1Iia_ebegL aA a I F ' I `n 22' x 94• Ee F r Provide auto I Attic hAww p I CIOBeP L or- J I o ` 22" _ y V-O"IV A.F.F. 150 Am Flat Ceding 7 4 -Oa v /JI Panel p o V SECOND m°GARAGE E RES Y BEDROOM �_ O 4" A.F.F. 0L2jl MTJ 11 ° ° Flat Ceding r ° r-----------------1 EGRESS >*,, Block wall in L` C! C U N a 1 garage to be I = ° struck block I I COVERED 12" x 12" concrete column block filled I I ORG with concrete and (2) 1 bars vert. tie I p Into lintels above in L' 2" I A I I I ° o ry 3'-5" 9'-0" 3'-5" 2 8" j T-B" 4'-2" 5'-4" is, -loll 5'-4" 3'-4" 9'-G" 34'-0.1 FILE COPY Install windows thru buck into block with 3/I0 tap -con with I I/2' penetration at V o.c. max from each corner and 20." o.c. max thereafter at jambs and 20' o.c. max Exterior face at head and mil per product approval of wall ---\ / \ Buck to be I' x 4' FT Attach buck to block wall with 1/4" die. Elco comic screws with min. 1 1/4" penetration at 12' o.c. max and 4' max from each corner thru Exterior face 2" x L" PT Buck of wall aPlea �I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #a Wood screws thru Iamb Into buck block with case hardened nails ON ALL JAMB, HEADER, AND at each bingo and 15" o.c. max and Detail a t W 1 n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK Detail a t Door prior to door attachment INSTALLATION NTS NTS Braden t Braden AIAe PA Winne Building Corp. Date Drawn Revisions : Sheet Architects - Planners GARAGE 3-25-20 411 S.E. Coconut Avenue The Grand nd Carlton LEFT Drawn by: 2 Tel : (112) 281-8258 G.C.U. _ Spanish Lakes St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenaiascomcast.net CI adgws Checked by: D.R.B. OF 5 Comm # 12-2� B r-I-2,,7, - — — — — —) STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 `I• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSi GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" S. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 1]. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 15% DENSITY). LAP POLYETHYLENE 12" MiNIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MiX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 1• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN 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 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" 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 copy of soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade LO, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. 5 bar vert. w/ 30" overlap Fill cell with concrete and at each fill -A (1) #5 bar vert. ftgpical). Thicken edge to 8"x8' SCALE: 1/4" = 1'-0" 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. a c Max apacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE 6"xL" #10/10 WWM on 6 and Visqueen over ,. .. / clean compacted termite treated fill — Grade m -=IIII IIII IIII IIII IIII IIII ! N R d Concrete tooting with (2) #5 bars cunt. and #5 transverse bars at 48" o.c. 11 TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-O" 4" concrete slab with fibermesh OR VA." #10/10 WWM on IO mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per . foundation plan r— \j'-1 DETAIL A 12" x 12' concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter IV below finished floor z #5 bars cont. bottom steel SCALE 1/2" = I'- -,,30"x30"xI4" concrete column footing with (4) 45 bars each way FOOTING DETAIL �20 ill 45 bar cost. in curb, Curb height Verify based on foundation ulan- Grade �— =IIII 1 ul LAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ i Contractor to provide (� proper foundation chairs for proper steel installation (V 30" men. So" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar wart. (typical). Filled Cell Masonry Column With One Max spacing shall not exceed 48" unless otherwise noted From g 45 FFootle To Tie Beam Wood we foundation plan notes for Conc. Fill To Be 3000 PSI Base spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VXV #10/10 WWM on 6 mil Visqueen over Vi / clean compacted termite treated fill yY •§ II II I IIIIIIIIIIII_Illillll;;-IIII 14"w x 180d Concrete footing with (2) #5 bars Cont. and #5 �I ! transverse bars at 48" o.c. ARAGE CURB DETAIL 2" x V 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 Garaoe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT O 9No q L, Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net 1 14'-0" 1 ' :.I t"' 1 20'-0" 1 nPTt'6WA vi- PATIO/SLAB ---- —I °— — — — — — - ° r----- 0 x I I QI FI O Felled cell under girder above 24" I o I Rear Patio/Slab I r J to be poured separate from t house slab. W ILI ®I nhe to Thicken footing to 24'w x 14"d x 24"L I I FI under filled cell a Q 7777 under girder bearing. L °� _ — _ _ _ _ —FI I m I Rear Petro/Stab to U c be flush with bottom of w I sliding door recess I o n Slope 1/2" °I I I I I� I I I FI H.B. I I 4" concrete slab with fiber ash OR I ° Cx6" 1110/10 WWM on L mil V squeen over clean compacted termite tr ated fill I II ° Z I I FI 0 LU ° ° H.B. I� a j I #1 I 4'4 steel Ballard 1 1 F5 filled w/ Concrete® I i \_> I I 3pI I OC: I IFQId I ° my.,c aw Wq oU �- I s I ° q `o� N I o o I I REVIEWED FOR ff-7121DE COMPLIANCE O aa3 u q p- I ° e I ° `_ Ul IE COUNTY ° ® 1 ®j A OCC 30 cn F5 I _ — _—_—_ _—_—_ _— Qr r r r r r#I e o I I 1 I I I o I Lu in lit V ---------J r l -- rl 15" Recess for------- arage Door 6'-2" J� II'-b" © 6' 12" x 12" concrete column block Pllle with concrete and (2) # 1 bars vert. ti into lintels above Wynne Building Corp. The Grand Carlton Spinish Lakes St. Lucie Countg Florida FOOTING SCHEDULE Mark sm Description FI 14NW x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BAR$ CONTINUOUS 30" x SO" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F e"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS IYW With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS -CURB a O'-O" Date Drawn Revisions : Sheet Comm # GARAGE raven b Drawn b12 — 2 � LEFT y:: C.C.U. Checked by: D.R.B. OF 5 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 Plgywood -4. Use nails or screws bas d on ress re for root stated in permit info box on t�ese pans for zone 3 Ke Area Edge Field Fastener Max. Zone I 6 6 8d ring shank 45 psf Zone 2 6" Sd ring shank 16 par oz Zone 3 411 401 8d ring shank 84 psf ** Zone 3a la," 4" #8 wood screw 112.5 psf ** Use nails or s4rews based on res ure for r f stated in permit info box on these plgns or zone Concrete / Lintel Column Verify with Plan 12"x 12" lump Block Vg 1 Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark Size and Descrl Lion Two Taus of beam block fitted with concrete and I #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90a bend bar with a 10' min. lap at top bar. Provide 85 bars with min, 48 bar diameters overlap Into beam. Tie filled call steel into continuous beam block steel. x-,- Provide Cast rote BUS-OB/OT precast TJ lintel set in mortar Min. 8' Bearing Provide 86 bar set in pre -cast lintel into beam where length of the, opening calls for it. ovider PT Buck .ached per jamb ads into filled co 4' Pro -cast Sill R-II batts Filled Call Provide #5 bars with min. 48 bar �Iameters overlap in filled toll. Tie filed call steel into continuous rooter steel. C concrete Footing (see looter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL scale: 1/2" = I'-o° SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blaolunp to vert. leg or truss with IOd x 1.6 nails at 4' o,c. install Simpson MGT into Mall using 5/8' dia, thread rod set min. 120 into rat beam ant (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS F 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 or ASTM D Tgpe 2 felt paper using 8d nails" Substrate to be 19/32' CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roaring FL #111.51.12 2L 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 Pelt underlayment installed with min. 4 ode laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" 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 ^1.- r LINTEL SCHEDULE Mark or woof Unit I Lintel Specification Ross of ' 151=k� "H'+'botr bottom stsel sine Top steel sin "am (PLF) Laid (PII Load (PLF) L22 2'-2' 3'-Le BPS-OD/rr 1 86 30111 eiil 1024 L31f, J; 3'-r 4'-0' OP9-08/11T I #6 264I 1343 10 L46 4'-6' 111 08-08/rr I 86 1106 104 331 L60 6'-0' V-so BPS-OD/IT 1 s6 12H on 121 LLO L'-a' 11-C sFe-OB/IT I s6 Ion 121 $34 180 111 1'-Y O'e-18/2T 1 #6 2 s6 152 111 512 110 1-0' 10'-L' 8P8-Id/2T I 86 2 86 443 630 401 11015 1'-0' KY -A* eFli-10I ONE 1 $5 2 86 533 Iles 401 LI00 1�0/�'-�O W-4' PPS-M/2T 1 s6 2 $5 682 414 492 LIOOB /�"� 10 '-9711 ePIL-18/27 ONE 1 #6 2 66 13LL 1028 40 L120 Cr-O" W-4' DPe-1e/2T 1 #6 2 86 4 n 428 324 LI208 IZ'-O" 13'-4" $Plt-15/2T ONE 1 s6 2 s6 1019 110 324 L140 14'-O' 111I 9PIL-6/2T ONE 1 #5 2 86 1250 L01 2611 Lido IL'-o' Il'-4' I OPS-18/2T 1 sfi 2 $5 300 M2 144 L1605 W-0' n'-4' I ePIL-I8/2T ONE I s6 2 s6 160 goo 144 - 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'-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.) alpportmg Max. 1810lbs, uplift A Edge t Fascia Drip 12" 2" x L' Sub-Fascl Kaycan full o vent vrnpl soffit installed using 1/8' die shank x 15' long gaiv. roonng nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block idled with concrete and (2) #1 bars wart, tie into hntals above thicken edge to Sexes with concrete and one #5 bar continuous 1 BEYOND Top of rooter IC below finished floor to IIIIIIIII��IIIII III II - -III' •.f'�':' I— 12 4 Aluminum Drip Edge t Fascia Cedin P"urad Coi concrete h Pmred Concret concrete block i Concrete , Manufacture Trusses at 24' o,c. see shop drawingaV4 bu others V Batts batty 'Frame ceiling transition as needed using metal studs field verily exact configuration and sizes Drywall ceiling see typical section transition Insulation Detail nts luminum Panel nos per manufacturer See Tuaical stud Detail 1/8" • 3/32" wing Nut us/appropriate masher and sppacing per manufa=turer's Datais Stud Detail Stud w/ Die Cast Zinc "Ta Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Flash and Counter flash Brace Gable end with 2" x 4' SYP #2 Nail ledger to Oft back nailed to bottom gable and truss of top chord@ using (2) IOd with (2) IOd nolls nails at each truss at each web RE -ENGINEERED WOOD TRUSSES S 24"o.c. TYPICAL ( shop drawings bg manufacturer ) w � a X to Op N a- F<-1O � a a 0 °� ti eIV= 00 — O �uN N y L F- Brace Gable and with 2" x 4" SYP 92 min. aft back nailed to bottom - or top chords using (2) IOd nails at each truss 1R-30 blown fiberglass 2 O � N a Q it ' hi-mb lath in bottom chord of trusses p o I— vertical wood i In s to Provide 1/2' drywall with smooth finish 0 lu xat" sift 3/4' pwrietrewon Two rows of beam block Pilled with concrete „ Members and (1) #5 bar cont, in each row. Substitute v lintel filled with concrete and (1) #5 a grecast ar cont. Por bottom row over openings v 1/2" dr wall over I" x furring 5/8" thick light textured strips at IL" o.c. with R4.1 ri-foil stucco on tgpical concrete insulation on typical as Block walls block construction All drywall to be installed per FBC R102.3.1 Varies -see plan i and shall meet all pertaining ASTM codes. #5 bar vert. w/ W Mortar to be Tgpe "M" onlpg proportioned Der FBC R601.1 30' overlap and Mortar joints OL Rocck shall at all wett areaasII a showers, tubs etc...) at each Pilled cell Fill cell with concrete and ROOF: Rear Patio/Slab to (U #5 bar vert. (tgpicaD. be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted i it P dt I P Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxy with nails into truss. Add blocking to ( 24" o.c.) supporting Max. truss leg per detail on this sheet <F ETA 2O 1810 lbs. uplift •�.•..,�� till Illl���lilll,l,l��lllllll 1�11 ''i' Tut .. hlw� 11 FA FIR WNWMA"MI ruds. WNWA a ME I I A �tI I AA 7-1 K01 -'H2 PA MIA 11 64 5k%1W1 4A NA oil WO Ili -all 111I 11��NAF VAr i it 0 AM �Z. � films Z. I MIN is ------------ ETA 211 FLAN LIF )LL, to IQ = X L � � N <`L n I _c: G,:2 ti to as o O 2 e W R n- N 7 s FILE COPY Baas see oun a ion pan Horse or —OVERHANGS AT I —O UNLESS OTHERWISE NOTED ON THIS SHEET $pacing at oteninge — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with mil Vissh OR — " /cl an coin WWM to L mil treated over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated PIII ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE - - ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. _= — —ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER III: III II III l=1 — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Ical Section at Front Forth — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION -2-19 PANEL "A" Polo BR Load Wire Doarnptiari eiredt crcee Deettrytion Wee DR 1 20 1.2 ke 912 Rarrigerstar I Ran eL 1 20 1.2 km a12 Ckohee Wavlwr 3 1 20 IS kr #12 Kitchen S.A.C. 5 L Druff $10 *ksSo 1 20 1.5 ks e12 Kitchen S.A.C. I a 1 20 a12 sathraom Rocepta 11 1Q Arc Can s10 - I 120 1 1.2 ke a12 Dishwasher n 12 1 20 1.2 ku #12 miam"ve 13 14 Air H s10 5.0 km 30 2 1 15 - #14 Gomird Lighting 16 IL I 16 - 1114 Ganerd Lighting 11 18 WH $10 5.0 ke 25 2 1 15 - e14 Generd Lighting 141 20 1 16 eN Gerard LigWfig 21 22 GDO $12 0.81 KW 20 1 - 1 16 - 414 Gerard Ltghrmg 23 24 Spam ewe 26 21, Spam spare 21 28 Spam awe 1 21 1 301 Spam PANEL "A" LOAD CALCULATION SHEET Load Description at , Watts Total(Watts) SmpQ. Appiipncg. Circuit/ ............................. Range,,,,,,,,,, Ref wl?F tgr............................................... Microwave Dish . Washer ................................................... ,Clothes ,Washer .............................................. ,Clothes ,Dryer ................................................ Water Heater .Garage.Door.Opener....................................... 1135 3 5.205 2 1.500 3,000 1 12000 12000 I 1,200 1,200 1 1.500 ISOO 1 1200 1200 1 1,200 1 00 1 5,000 5,000 1 4.500 4.500 I 810 810 Total Watts UAW First 10000 Watts 0100% I 110.000 10,000 Remainder 26AI5 e40% 1 O 10.24E Electric Heat or A/C 10.000 eL5% 1 10.000 10.000 Calculated Load Watts 30.24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps I2L.02 Panel Size Required = 150 Amps Electrical Simbol Legend S Seigle Pole Satoh ® Recessed Can Light Double Pole Such ® Egeball Recessed Ps Push Button Switch 0' Exhaust Pan D Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ well Mownted Light ground t arcmt Light with Pull Chan (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector 4c2 Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Caking fan ® Televiaon Jack ® Telephone Jack Ac asc A/C Diacaraiect ® I x 4 Pla°oseent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Kent-thoL--- Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE 1-2-19 APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper S40 With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule Ac conduit sleeve AMP into attic MCP PANEL AFiU PANEL AHII 200a rated 200a rated meter can n meter can n 1 Intersystem banding Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant I schedule 80 schedule 80 1 2' n id service FPL 2" n id servicr FPL 1 6ar tt c a rce Bar ttL c • re I GEC to r2) �'- Craivann*d GEC to ) e'_Ftarvanaed ground rods ground reds ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER 1 - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NTS 1 - 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 - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: Meter N -1 10 CFM IOidOxL MASTER BEDROOM 11,311 CFM IOidoxL I\ L ---- - - - - - - 1 12xI2x9 y - - - ' L.1 B/A CLOSE ATH 150 Amp Panel OPTIONAL PATIO/SLAB --�� �4 \\ I � � I -e- 0 I o ID" A tic xA 54 1 carmi .th b&_ L _ _ _ _ GARAGE r----------------- i I I 1 I 1 I I I I I I I I 1 I 1 I I 1 I I PATIO/SLAB I G IR AT ROOOM 12" L------r-- Registers g fan I0 CFM IOxIoX1 DINING: ROOM Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GP Install owlet ° under disc. to B not shown or n clarity A [rrT Vent thru Q �o�fit ---- AIC 232 CFM I 12xLx1 to-J �\ SECOND BEDROOM 1 y 8/A� COVERED PORCH MECHANICAL LAYOUT SCALE: 114" = I'-O" 1. Use copper wire onlg from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects a less than two from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon of or period of not years ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper reactant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 9. A�C Retrig��rlt lines that are run thru slabs moat be proper working order. 23. All exposed wire below T-I" shall be installed in meAl EMT 10. a caved in C ALL A/C Equipment shall comply with energy calculation I7. All work shall be done In accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. Braden it Braden AIA PA 11. All work shall be performed b a licensed electrical P y meet all standard requirements of the local electric utility 24. Dr er Vents to be installed per FByC RMI502 12. contractor, the completed system shall be fully operative. Contractor for and telephone company. Architects - Planners shall pay all fees, permits, testing, and blower 1B alit S.E. Coconut Avenue 13. in actions including testing where required. All work shall be coordinated with other trades to avoid I8. The electrical system shall be completely and effective)g Tel : (112) 281-8258 interference with the progress of construction. grounded as required bg the latest edition of the N.E.C. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenaie9 against the public Inability and property damage for the labels where applicable. eomeast.net -_ Meter OPTIONAL PATIO/SLAB i ,'Covered flora%-, MASTER BEDROOM WP GFCI \ 1 \ I \\ S 1 H IN I Smoke /Carbon G R A T Monoxide Detector R O M e Combo Q � I I iFCI _ I _- - I CLOSIE I ® II i I II iFa I I I I 11 DINING: -�\ GFCI I $ s---� ROOM i_ FC \ 1 GFCI GFCI \\ 1 411 OF�FM ° \ I °� KITCHEN + (D Ea L----- �''32C.gM. DetectorR3141" BCe� GFCI J ° 42' GFCI ° w.H. I ZZ' x 64' IF , 1 Attie Aoaees� Certe ( Nth wikt-� L I y 150 Am Ppanal Optional 1ZPanel locationPull ch \ light in attic \ 42" GFCI GARAGE Garage Door Opener I I I I I I I I I I I I I I I I I I I I ELECTRICAL PLAN Attic Venting Calculations FBC 2304 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.14 sq, ft. required Provide A Continuous Vented Soffit War1ne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida _ \\SECO90 BgDROOM ® y WP \ lee COVERracr I -I - PCRIC H SCALE: 1/4" = 1'-0" Post Light with "-VOc Photo cell Date Drawn : Revisions GARAGE 3-25-ao Drawn r l t on LEFT C.C.U.. Checked by: D.R.B. m u_ H.B. Exhaust Duct Thru Soffit s- WI-IANCE COUNT kC Sheet Comm # E_1 12-2, B OF 5