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HomeMy WebLinkAboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood neck 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 6" and 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 12" - .H. 5/8 thick light textured stucco on typical concrete ® (� block construction 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" = I' -Om SCANNE1 Y St. Lucie Counly �G�JN G Luc V-0 oR sl - A - ' E., � � " 12 4 1 SLOPE 01A 12 SLOPE 4 W-1" T.O.B. H. ,/ O'-0" = Finished Floor ELEVATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 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 6" end 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 SLO� Finish Columns with 5/8" thick cut coral finished stucco bands REAR — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted — Ang changes to this plan shall be Submitted to the architect Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 for approval In writing prior to starting construction. g x 1.5" ga. re cramp metal roofing attached to plywood seek using over wood wood screws with self sealing washer at 12" o.c, max sparing over ASTM D — Return ALL Stucco Bands into Window or Door. (type 2) 30 lb felt underlayment installed with min. 4 side laps and V 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 12" 0 5/8" thick x 8"w cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor LEFT ELEVATION SCALE: 1/4" - 1'-0" 12 4 SLOPE © 12 O 5/8" thick x 8"w cut coral finished stucco bands LJ — — — — — \ 5/8" thick light textured stucco on typical concrete block construction ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2( 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 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 lack to trusses using attachment detail on this sheet 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 layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" n O.H. �J 5/8" thick x 8"w cut coral finished stucco bands A.F.F. 5/8" thick light textured �� Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate II 11/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board � 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non-Bearinq Partition nts Braden it Braden AIA, PA � rime Building Corp. Architects — Planners 411 S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 Fax : (112) 281-8283 Spanish lYakes E-mail: bradenala comcast.net Sp. Lucie Count Florida Stuart. FL 349% #AAC000032 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 Budding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Buildina Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: II'-((L Roof Pitch: 4:12 Internal Pressure C`d7efrcient: ±OJS Subjectabdity to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.L = 0.126 ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O1DL+O1WL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20,6/-32,6 psi Roof Zone: 2. +20.6/-51.0 psi Roof Zone: 3. +20.6/-84.0 psf Components d Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38.1 pat Well Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? yes Continuous Load Path Provicled?_Yft Are Components an Cladding Details Provided? Yea Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X By Test: psi SEE PRODUCT AP ROYAL F RIM ACT PROTECTION FOR OPE INGI ROOF LIVE LOAD: S-1 pat ROOF DEAD LOAD: IO pat FLOOR LIVE LOAD: J5 pat FLOOR DEAD LOAD:—LQ— pat 0 = Raof -Zotier I Walla Zone 4 ®= Roof Zone 2 Wells Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: '�k MODEL: Date Drawn Revisions Sheet Comm # 5-24-18 REAR Drawn by: PORCH C.C.U. LEFT Checked by: B D.R.B. of 5 FLOOR PLAN CRASH POST TYPICAL NOTES- SCALE 1/4" = 1'-0" ETAIL N.T.S. 34" 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 - to 2. Contractor to STRICTLY enforce ALL OSHA Requirements. la a(3/ bolts into Q slab l3/8"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. c" 4. No dissimilar metals to touch. 2h" 2�" 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete." O ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix '3/el, o 2%t 6. Drywall at ceilings shall be leveled and attached to bottom chord 4" 2 �S" of trusses with screws per FBC RI 2.3.5. o 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. II. 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 13. surveyor to set in field. 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 per 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 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C4�5, C514, C630, C931 C13% and shall be installed C960, C1002, C104-1,C11-71, C1118, C1218, C1395, or according to the followincl: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for inatallaUon of drqwell into Spacing Maximum wood framing members thickness 2" x min. Ceiling Perpendicular 24" 13ga 1 3/8" long with 19/64" head r7I OR 0.098" diameter x 1 1/4" long annular -ringed or 5d coder nail /2 Walls Either 161, g° IL" 0.080" die, x 1 5/8" long with Direction 15/44" head R Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" .1" 12" 13ga 15/8 Oloong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail a OR '1/8" Walls Either IL" allIL" 0.092" dia. x 1 long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x I I/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" o_c_ max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" 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 arc 19. ALL ceramic the 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 the 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 accompanying smoke STM E 84. developed index not to exceed 450 when tested in accordance with �i Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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) 3O lb felt underiagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails spaced 4 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane anchor at each truss With (10) 10d x 1 1/2" nails ( 24' o.cJ *uppporting Max. 18101ba. upldt Aluminum Drip - Edge ItFascia 2" x L" Kagcan full o vent vinyl wall, using 1/8" dia shank x I5" la roofing nails with 3/8' die. hi product approval - ace chart 5/8" thick light textured stucco on tgpical concrete block construction #5 bar vert. w/ SO" overlap -- at each filled call Grade TYFICAL 12 4 �- #1 SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) yR-30 blown fiberglass in bottom chord or trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete .and (l) #5 bar cunt. 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 a{ IL" o•c• with R4.1 Pi -foil -insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" andy proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R60-1.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and (l) #5 bar wart. (typical). -Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/l0 WWM on L and V,squeen over / clean compacted termite treated fill Ill_ . 14" x loll, Concrete footing with (2) #66 bars cost. and #5 transverse bars at 48" o.c. tale : 1/2" = I` 0 Masonry Beam Head fixed door sliding door 1 1/2" Sill Sliding Door Detall At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2" VTR JAL I I I 21' VTR Masterr�� JIL Bath 2' llri y I Lay. �r 1 4" 1 2' VTR W.C.JIL 3' I I I 2' 3. % Shur. Kit. Sink I Kitchen s' I Lay. 3' W.C. Bath #2 Shw. 3' C.O. To septic PLUMBING RiSER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment u Masonry Wall al Flooring J�C Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o_c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Slze Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5%a'x 5'-3%a" 54ke"x 034" Single Hung ZONE 4 2, 4'-2%s"x V-3 %a" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21y211x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" 54%s"x 54Ye" 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 by contractor With manufacturer S specs prior t0 construction Door Schedule lark Size Rough O enin Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-8" 41'/4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14a x el %,, ai b t- Sliding Glass Door ZONE 4 D 2'-04 X L'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" E X-6" X V-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-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 6'-8" Solid Core - Wood - L-Panel J 2'-1." X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 4-Panel - Bi-Fold L 1'-6" X L'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet #I 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 by contractor with manufacturers specs prior to construction lol'-O" 10'-0" 12" 10'-O" 12" Opt. PATiO/SLAB O 71 1 I Elo e ° °° N a! EGRE55 ° 12" x 12" Concrete column O ° block filled with concrete and (2) #1 bars Vert. tied into , b3 lintels above ° Covered Porch O Provide screen infdl below O (Y o o ° o . 0 ° ■ � C I ° MASTER m - C1 F BEDROOM 8'-0" to 9' I8" A.F.F. ° 1 amn 8'-0" A.F.F. Vaulted Ceiling in ~ aW Flat Ceding T ° GRE= ROOM o 0 I o N I 0 ° Rod t half I H.B" Vaa itil t a I N l `r _ y (] bo I 2" x 6" knee -wall 81-ot to T-8" A.F.F. n ° rr r O I W below counter top faulted Ceding CLo ET I DDINING LIST N CABINE J 8" / F' ROOM Rod t Shelf h�o Q e ® \ I low/ _00 A T H i/\ 1 ` �\ I Vanity to be Q i � 0 ° ` I 34%2"high c I ° 9y4" 13'_03/4 in 3 ° _ High1"Wall in KITCHEN '-8° I Yen thro Dryer h wall O I-I/2" m iy - - - - I 8' O" A r FL CVer-hang ° O- Flat Ceiling o 10'-5" 4'-I" pper ca inets to D 3 _O"4" 10'-2" O extend over Ref. fq 2" filler 1 r+ er p I E BATH in G emng Rod t Shelf ° „ - ER-11 alit"tin ( 4"� Steel Ballard OH ° " M r #I See detail on this sFe-ef F L F Provide auto 22" x 54" -1 11 O closer Attic Access m° 1 Q e with light 8'-O" A.F.F. aa° m u____-� __�I Flat Ceding Meter 150 Amp 4" _0== - l3'-6" 31 a il P nel N F SECOND © E ERGEN BEDROOM -CIA e GARAGE EGRESSY - O O '-4" A.F.F. OEl MT1 O ° ri� i Flat Ceding O � 9; o ° p r-----------------i EGRE55 ° Block wall in ° � ° "r 1 garage to atblock 1 1 1 O 3'-1" O p j I C YER D T 12" x 12" concrete coluirm block filled C - j loll,-L"' ORC with con rete and (2) #1 bars Vert. tied O into lintels abo a in I 2„ IT-L" L, i ®I 1 ° ° BID Well e o 0 0 0 - IS'-10" 5'-4" 3L'-O" r Install windows thru buck into block with 3/14' tap -con with 11/2" penetration at to o.c. max, from each corner and 20." o.c. max thereafter at .lambs and 20" o.c. max. Exterior face at head and sill per product approval of wall - / \ Buck to be I" x 4" PT x4" P.T. Buck nailed to I" lock with case hardened nails Detail at Windows prior to window attachment NTS Braden It Braden AIA, FA Architects - Planners 41"1 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia0comcast.net Stuart. FL 34994 UAAC000032 Wynne Building Corp. INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION THE STERLING ORCH Spanish Lakes LEFT St. Lucie County Florida Date Drawn 5-24-18 Drawn by: C.C.U. Checked by: D.R.B. Attach buck to block wall with 1/4" dia. Eleo cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall Detail at Door Revisions : #8 Wood screws thru ,Iamb into buck at each hinge and 15" o.c. max and prior to door attachment NTS Sheet 6 V_ Comm # 2. 116-300I 8 OF 5 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 9• 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" 3• POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Ip ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X4 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% 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 1 2• 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: I-I/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 i400 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 N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION f=L/4N 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.... 5. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" Wide. Provide (2) filled cells on each side of openings from b'—O" to T—I1" 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 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 copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade X, 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 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert, w/SEE TYPICAL 30" overlap ECTIONS at each filled cell 4" concrete slab with fibermesh OR 6 xV 410/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill =1111- 1_ I I I III I I_ 14"w x 14"d concrete monolithic footI ng with (2) #5 bars Cont. 14" f l TYPICAL FOOTING DETAIL 4" concrete slab With fibermesh OR (o x(o 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 10" _a (2) #5 bars coot. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" IT x 12" concrete column block filled with concrete and i2) #1 bars vert. tied into lintels above Top of footer 16" below finished floor Verify house slab height in field 11.1 COLUMN FOOTING DETAIL 30"x30"xlb" concrete column footing with (4) 45 bars each wag Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADES #5 bar wart. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ � d cog, _ 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 bg 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. 4" concrete slab with fibermesh OR 4"xC' #10/10 WWM on 10 and Vlsqueen over clean compacted termite treated fill SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV #10/10 WWM on to mil Vlsqueen over clean compacted termite treated fill 0'-0" s r.F. 777 MH �1II I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1`0" 2" x b" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garaqe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NITS PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #6 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 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 NITS 14'-0" r- --— PI— — — — —— I 1 36'-O" 12" 10'-O" 12" I ° ®1 10p . PATIO/SLAB CIL --- ° —� _w i--- ° —� ° --- Rear Patio/Slab - to be poured separate lU from the house slab. IL 1;9 O Thicken footing to 24 O FI 24"w x 14"d x 24"L in to 1 under filled cells I _�--------------- I under girder bearing. ° — N I e e o 0 0� a TT Oo o �o (] I Rear Patio%Slab to , ° be flush with bottom or I I sliding door recess. FI Slope 1/2" I ' 1 �I �_. I I' - I e �1 e1 I I H.B. Vanitlil to be ia--34?2"high 4" concrete slab with fibermesh OR O in 1"x1" #10/10 WWM on L m11 Vlsqueen over I C clean compacted termite treated fill I e1 I" i I�- ° I I� I I FI CDld A/C ° F—--------w.H. I #I 1 4"0 Steel Ballard filled w/ Concrete 0 F5 moo= o I Iv a� N��` 4 I 1 L W5 I I I I " Et! I I FI a 'A" I L— — r (]I FI II �,a" b 1 — , -- L — F5 Recess for — — — — u F ° ° Garage 15oor ° n r lrl O i j -T� --- -b ---�C o ° -,r 0 - F�'12" x 12" concrete column block fille with concrete and (2) 41 bars vert. into lintels above cv H.B. O O in za FOOTING SCHEDULE Mark Sae Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 95 BARS CONTINUOUS Q SO" x 30" x 1601) COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" ROOT= SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws bas d on teas re for roof stated in permit info box on tease 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 14 psf Zone 3 4" 411 8d ring shank 84 psf ** Zone 3a 1 4" #8 wood screw 112.5 psf ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar 48 Bar Dia, Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar-. Min. 8" Bearing Provide #5 bar eat in pre -cast lintel into beam where length of the opening calls for it. wit^. •'bT..� T..�'Y'.i^JI, _ �^.T:'"�r� .T1. — ...,�.:^..ram. .:_ .�;;•!I .r �. .� e,',•�1 r'.'`•I Provide PT Buck I ,! .I attached per jamb l .I details into filled cel I..l Ir .� 4' Pro -II cast F ..1 ;+f 'a tr li •'I 4.+.1 1:i `ill - N,l I{,;,:... t......:1 iai :l 4[•; . �Poursd Filled Call Provide #5 bars with min. 48 bar mmeters overlap in Pilled cell. Tie filled call steel into continuous rooter steel. Concrete Footing (see looter schedule Por exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'—O" \\ 12 "x 12" r' Column Block �#1 Rebar to Lintel Attachment NTS n SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockirp to vert. leg of truss with IOd x 1.5 nails at 4" O.C. Install Simpson MGT into wall using 6/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING, DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 T pe 2 felt paper using 8d nails. Substrate\ to be edges with COX Plywood nailed in 6" ads in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ge. 5v crimp metal roofing attached to plywood deck using tt9 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 V 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 \` Additional Precast Lintel #5 bars Lintel Bar Clear "A" "B" .£?. Length Length Span Bars Bars ' `r +`.',��' CLEAR •<; :. ! I I IV ! 2'-10" 2'-8" I'-6" 2,43 none ----y 's----- �_---e V-6" 3'-4" 2'-2" 2,43 none BFB-OB/IT 8PS-I5/IT BPS-IB/2T t Additional 4'-O" 3'-10" 2'-8" 2,43 none :,..••. #5 bars o 1 �F 4'-6" 4'-4" 3'-2" 2,43 none me Row of #HN ^''r•p t Block Above C :,i;�:;':::• 5'-41, 5'-2" 4'-0" 2,93 none 5'-10" 5'-8" 4'-6" 2,44 none Precast Lintel r s y :t y :.ir,, • 6'-6" C-4" 2 u4 none Additional-.,.. i #5 bars �____I T-O" 6'-2" 2,tt5 none BF16-IBAT SF16-IB/2T 1'-10" 7'-O" 2,tt5 none NOTES: I. min. coverage of steel-1.5" 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. 3. standard for roinf, steal=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDL Mark Window or or Unit o Width Lintel Size Cast -Crete S eeir,cation Rows of " I Block Above " " Bottom Steel see Top a Stool L22 2'-2' V-6" 8118-OBAT I L31 A. 3._B. 1. 4'-O" are-OBAT I L45 f 4'-5' 1 5'-10' BFB-OBAT I L50 5'-O" 6'-6' SFS-OBAT I L60 6'-8" T-V BPS-OB/IT I LBO V-O' 9'-4' 8F8-IB/2T 1 #5 2 L90 9'-O' 10'-6" BPS-I15/2T 1 #5 2 L90B T-0' 10'-6" 819I6-I5/2T ONE 1 #5 2 LI00 10'-O" II'-4' BPS-IB/2T 1 85 2 LIOOB 10'-O" II'-4" SP16-I15/2T ONE I #5 2 L120 IX-0' 13'-4" 81118-I5/2T 1 #5 2 L120B 12'-0' 13'-4" 810I6-IB/2T ONE 1 #5 2 LI40 14'-0" 15'-4" BP16-I5/2T ONE 1 #5 2 LI60 IL'-O" IT-4" 1 8P8-I5/2T 1 #5 2 LI60B IC-O' rr-4" I 8FI6-IB/2T ONE 1 #5 2 9 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI C( - REFER TO CAST-CRETE CATALOG FOR ALL INFOR LINTEL CONSTRUCTION, HANDLING INFORMATION, ANI REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRES; Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails — ( 24" ocJ supportung Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Kagcan full o vent vingl soffit installed using 1/8' dia shank x IV long gale. roaring nails with 3/8' die. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. to into lintels above thicken edge to B"x8" with concrete and one #5 bar continuous BEYOND 12 4 1/2" thick stucco on Aluminum Drip ' Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd I at each web 3/4" penetration members 5/e" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Top of rooter 16" below finished floor Step per foundation plan' a Slope per foundation plan T Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEEiRED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) a N � X r— a, � s O� rn (Y S <+' O "_ a- d 2s w ad v N 0 -4- O S!C Q LU EUIC Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom Of top chords using I IOd nails at each truss �R-30 blown fiberglass in bottom chord of trusses Q -1/2" drgwall with smooth finish Two rows of beam block filled with concrete -and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) U5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 frfoil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned 'per FBC R601.1 and Mortar points shall comply with FBC 601.2.1. Provide Du -Rock at all wet areas (ex. showers, tubs etc...) IE Strap truss to wall using Simpson MGT with Simpson META 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) 10d either wet set or in epoxy with nails into truss. Add blocking to ( 24" o.c.) supporting Max. pp truss leg per detail on this sheet HETA 20 1810 lbs. uplift Is NMI WEHMANJ IN QemM VIA WIN MAMAS M.0 d AWIA 1111111 FA PA AVa A 4 WIA WE MA dA I I P0,0542 110111 AAA= Dal — I ArWA A EA IN FAMM, A 00, A WA 0 NO WA FAA WE HETA 20 N W t4 w W u Z3 U IL C. o>� W F_ E W U-0 W �N z-;t-m z W I �2_ W ly O 1 N O UI Fill cell with concrete and (D 95 bar wart. (typicaU. ROOF h L /` Max. spacing shall not exceed 48" unless otherwise noted f"->� Wood Base see foundation plan Hates for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J spacing at openings 4" concrete slab with ermesh — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" #10/10 WWM on 6 mil mil ViVisqueen en over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill I — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE r III=1111=IIII—III I 11'- � FI 14" Ical Section at Front Forc Scale : 1/2" = I'-O" Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL S4994 #AAAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wt4nne BuildingCorp. Date Drawn : Revisions : Sheet P 5-24-18 REAR THE STERLING PORCH Drawn by: LEFT C.C.U. Spanish Lakes Checked by: St. Lucie County Florida D.R.B. OF 5 Comm 4 PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load SR Poles 2 40 1.0 kw #8 A/C comp I 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #IO 40 gal. water HTR 5 L Rana #t 12.0 kw 5o 2 l s 1 20 1.8 kw #12 Pump 9 10 Drilar #10 9.0 kw 30 2 II IZ 1 20 1.5 kw #12 13 I4 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il Is Racapts 912 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 Racapts #12 20 1 I 20 0.81 kw 912 Garage Door Opener 23 24 Receipts #12 20 1 1 20 1.4 kw #12 25 24 Racapts #12 20 1 1 20 1.92 kw #12 Zl $g Recepts #12 ZO I 1 20 #12 General Lighting 24 30 Racepts #12 20 1 1 20 #12 General Lighting 31 32 Racapts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 - 1 20 #12 General Lighting 35 36 Bathroom GFI 412 - 20 I I 20 #12 Smoke Detectors 3l 38 General Lighting #12 - 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I e are 1 41 1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Lighting,.(3. watts sq. ft) Range......................................................... Ref rlgerator . . . . . . . . ..... . ......... Microwave .Dish.Washer................................................... Clothes.,Washer............................................... Clothes„Drger.................. ............................ .Water. Heater, Water. Pump . .. ..... _.. .. .................. . . .......... .. 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1, 200 1,200 I I500 I500 I 1.200 1.200 1 1200 1200 1 5,000 5.000 1 4 500 4,500 1 1,800 1.800 I 810 810 Total Watts 31,415 First 10000 Watts 6100% I 10,000 10,000 Remainder 21,415 940% I 0 10,966 Electric Heat or A/C 10,000 eL5% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Pe Push Button Switch -3:5­ Exhaust Fan -48 Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Well Mounted Light P F aterproo ground fault circuit int ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxide Detector Flood Light Q Thermostat ® Electrical Panel ® Central Vac rc:�i Electrical Meter ® Smoke Detector Ceiling fan © Television Jack TTelephone Jack AC Di9c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light spin: Speaker Hook -Up >❑ Intercom Ygrt_lbieLL--- Soffit AiC Meter ■ 149 CFM IOxlOx6 r 149 CFm IOxlOx6 ATH 150 Amp Panel 9 E 2 CFM 12xbxl r• Covered Porch I GRE, T Roo 1 I I 208 CFM CI nter Registers IOxIOx calling fan IOxIOXFM "T 12" I -• \ X \ N 0\ X\\\ 1 L------t-- W-H. t x 54" II AFttiti e Aenr with light _ I L - _ _ _ J GARAGE I I I I I I I I I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION BSA = BALANCED AIR Electric Notes: SCALE: 114" = I'-O" I. 2. Use copper wire only, no aluminum. Provide and wire ail required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected. 18. All work shall be done in accordance with the N.E.C. and 1. Recessed cans to be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ BC RMILO2 A/C Refri Brant lines that thru be 19. The electrical system shall be completely and effectively are run slabs must sleeved in VC A required b y grounded as re the latest edition of the N.E.C. II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fulig operative. 13. Contractor shall pay for all fees, permits, testing, and blower 21. All equipment and panel sizes shall be verified before inspections including testing where required, ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 14 2gx20 I LC T I / i �7 0 1 16" IQ�I I DINING ROOM ATH 14L CPM IOxbxb SECOND BEDROOM y B/A'� H.S. _ ___ r Vent thru 5 of fit v I6" Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall w.p. GFI Install owlet , under disc. not shown or clarity Q COVERED PORCH o A/C disc. LI-I Go P M #2/0 Aluminum food I i/s' Conduit --_ A213 PA EL 2" PVC f 2" rigid servrce FPL I a#orian�teslab 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 A/C MASTER BEDROOM Opt. PATIO/SLAB Covered Porch 1 \ 1 \ I \ 1 w.p. GPI Smoke / Carbon G R E , T Monoxide Detector R O q M Combo $ I c I I I i� TT I I � II II � I I I DINING 1IIGFI N ROOM F\ � �_ I r� � \GF (via I 1 � a /i KITCHEN L - §moJse L Qr4en - Monoxide Detector I Combo \ /24" 3'-2" 3'_2" \ ���``�J \ A G I GFI 42"h GrillW.H. I I 22" x 54" , I� Conte \ I Atwith Access glrc ss L Meter 150 AmR Optional J L f Panel PCA panel location \ Pull cfiainl � light in attic 2:0- GARAGE 42"h Ilim CLO II Garage /VjJj J� Door Opener r----------------- i I I I I I I 1 I I I I I I I I I I I I I I I I 1 � `\SECOND- S SgoROOM TV 70\ \ GPI COVERrae? / FT P O-R-C H ELECTRICAL FLAN v SCALE: 1/4. _ _o. Braden t Braden AIA, PA Architects - Planners 41i S.E. Coconut Avenue Tel : (112) 281-8258 Fax : I112) 281-8283 E-mail: bradenaiascomcast.net Attic Ventin CalcUlatlons EBC 2309.E Total Attic Space = 212-4 sq. f t. Venting Ratio 1/150 = 14.1 sq. ft. required Provide A Continuous Vented Soffit UJynne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with Photo cell I Date Drawn Revisions 5-24-18 REAR Drawn bq: PORCH LEFT C.C.U. Checked by: D.R.B. ne H.B. Exhaust Duct --Thru Soffit Wirre For Front Post Lrght Sheet Comm E -1 1�-300 OF 5