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HomeMy WebLinkAboutBuilding Plans�Vv'�) --- V��('0 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" Woo d 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails apaced L o.c. at all laps and two ataa9gered rows 12" o.c. in field. Attach L. 12" 12" 5/8" thick light textured O ^ stucco on typical concrete block construction --------------- L o' Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" - 1'-0" ELEVATION NOTES: 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 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 us!no attachment detail on this sheet p/ V 61114 N bW6 4V1 GI Stucco on 69Picm c(?ncraLc finished stucco bands block construction REAR ELEVATION SCALE: 1/4" = 1'-0" RECETVE!- _._ WAY 2 i "' ? ST. Lucie County, Permitting /8" thick x 8"w cut )ral finished stucco bands - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof Itch at 1.12 unless otherwise noted p Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 — /any changes to this plan shall be submitted to the architect 2L ga. 5v crimp metal roofing attached to plywood leek using over x 1.5" PP 9 P wood screws with self edema washer at ed o.c. max spacing over ASTM D 24 gs. Sv crimp metal roofing attached to plywood deck using 49 x 1.5" (type 2) 30 lb felt underlayment installed with min_ 4' side laps and L" end wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or approval in writing prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails (type 2) 30 Ib felt underlayment installed with min. 4 side laps and L" end /� Window II spaced L" o.c. at all laps and two staggered rows 12" o.c. 1n field. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ,4 Stucco B a n d S Into W 1 n d Ow or Door. . deck to trusses using attachment detail on this sheet 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 1/8" 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" COX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 4 SLOPE 4 SLOPE -i" T.O.B. 12 12" 8'-I" T.O.B. H. 12" 2„ LJ ° ❑ 5/8" thick x 8"w cut ❑O.H. 5/8" thick x 8"w cut ®®®®,:' El El 3 coral finished stucco bands 3 coral finished stucco bands lO ®®� ® :'' 5/8" thick x 8"w cut I finished t bands core irnsd stucco an e s s 5/8" thick light textured stucco on typical concrete block construction — era a Finis ed Floor7 _ Finished Floor ——————— ———— ————————————————————— — — — — ——-0'-4"A.F.F. 5/8" thick light textured4 ish Columns with stucco on typical concrete coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on x 4" studs at 16" o.c. base -board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xd' #10/10 WWM on 6 mil V!squeen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden it Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaia9comcast.net Wynne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida arlton 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. Lth Edition and ASCE 1-10 for Wind Loading Building Design re: Enclosed Risk Categor : II Wind Velocity: IL5 mph ultimate Mean Roof Height: ]1'-0" Roof Pitch:11.12 Internal Pressure Co-effi ent. to -is Subjectabdity to damage from; Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C To 'in ir%2 Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.4WL Components * Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.4/-84.O psF Components t Cladding Wall End Zone Width: 3'-4" Components d Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 Pat Shear Walls Considered for Structure? Yes ® Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Detain Provided? Yea END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION F R OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: __!N5_ Pat FLOOR DEAD LOAD: 10 sf JOB ADDRESS: \%A Date Drawn Revisi s: VED "py Sheet Comm # GARAGE 3-25-20 Drawn by: (�j 1 2 — 2 LEFT C.C.U. 9 I. Checked by: CODE COMPLIANCE' D.R.B. ST. L14CIE COUNT;', OF 5 , i FLOOR PLAN le� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to te high by 4" diameter steel crash post. Floor proceeding with Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8 t 50 kill steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 51 4. No dissimilar metals to touch. 2%" 2!,'2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %" %2" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to b m shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix 0 •3/a" 2. 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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 2h. 2,�„ 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 R302.6 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x G" P.T. Buck block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C`f60, C1002, C104-1,C11-17, CII-18, C12-18, 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 drywall into Spacing installation of Nails Screwy Maximum wood framing members 2" x inn. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" l g with 19/64" head OR 0.098' diameter x 1 1/4" long annular -ringed or Sd cooler nail „ i2 R Walls Esther IG" allIG" 0.080" dia. 1 5/8" long with Direction 15/G4" head OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Gd coder nail e OR Walls Either 16" g" IG" 0.092" dia. xx 1 1/8' long with Direction 1/4" head OR Gypsum board nail 0.0915" die. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3/I4" 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 apprc 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 C1118 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 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 #11451.12 d 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c_ max spacing over ASTM D (type 2) 30 lb felt undarlagmant installed with min. 4" side laps and G' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 With (10) lOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) suppporting Max. 4 at 24"o.c. TYPICAL 1810lbs. uplirt ( d b P t ) Aluminum Drip .---�-- Edge t Fascia 2" x G" 5ub-Fascia Kaycan full o vent vmgl soffit installed using 1/8' die shank x 15" long gale. roofing nails with 3/8" dia. head per product approval - see chart sheet u1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade Wood shop rawings 9 manu ac urer R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 95 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #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 Is All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. Zo Mortar to be Type "M" aney proportioned per FBC R60"I and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) US bar vert. (typical). Max, sppacing shall not exceed 48" umMa otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibarmesh OR G"xG" 410/10 WWM on G mil Visqueen over \„ / clean compacted termite treated fill TYPICAL SECTION 11 IIIl-1 14"w x IB Concrete footing with (2) #5 bars cunt. and US transverse bars at 48" o.c. Scale : 1/2" = 1'-0" to Masonry Beam / Halls Head fixed door sliding door AREA CALCULATIONS Living A/C = 1446 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 = 11,568 2" VTR 13 ' I 12., 12 1 BATHER LAV-1 r I Lav-i 2.. WM-I 2n we-1 2" 2" LAUNDRY 3" 2" 2" 3" AAV JIL2. VTR 31, 5T-1 3., s-1 2„ KTICHEN 2" 2„ Lav-i i 3" 2'• . 3 2"we-I BATH #2 3" 2 eT-1 PLUMBING RISER 3 I" x G" P.T. Buck nailed to block with case hardened nails prior to door attachment . n Masonry Wall al L- \ 11/2" - Bottom .Track Typical Flooring Bill Install SGD thru buck into block with 3/14" tap -con with Sliding D o o r D e t a i i I from penetration at L" ." max. from each corner and 20." o_c. max thereafter at jambs per product approval A� T..1___.__.. III_II A1i�' Jamb UJlndow Schedule Mark Size Rouclh O en. Window Description PRESSURE ZONE I. 4'-5%" x 5'-3 id' 54 %a"x L3%;' Single Hung ZONE 4 2, C-2%"x 5'-3 %a" 15" x 43 /4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38%' Single Hung ZONE 4 4. 4'-5%a"x 4'-2%a" 54%a"x 54Ya" 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 manufacturers 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 C-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-8" 14" x 1 %2" or ; :°`..t° Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-e" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x C-8" x 1 Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4'-8" Solid Core - Wood - L-Panel J 12'-L" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold 2'-8" X C-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL To Septic OPTIONAL O PATIO/SLAB EGRESS ° 12" x 12" Concrete column / D block filled with concrete and (2) #1 bars Vert. tied into lintels above O ° o o Covered Porch 12'-8" D o a ° MASTER q BEDROOM I �mU 9'-8" A.F.F.- 8'-O" to i a m n 8'-0" A.F.F V aulte Ceiling to ~LLw Flat Ceding o GREAT ROM O I S " I ° Rod 8 helf -7 • 21, I I H.B. Vanity to a i° I IDI 34 Y2"hig I to tvin r+ 1 C L O E 1 Q �° ) O a 2" x G" knee -wall 8'-O" to 9'-8" A.F.F. � below top Itlrr r 1 counter Vaulted Ceiling DINING LINCM -- _ J I ROOM CABME Rod 8 Shelf 8" y� F\ 0 LLI__J1ATH 0 I vanity be ul o \ \ to I 34 Y2 "high (H 1 o Y4„ II'-O a/q" 41 W9 O v D -High all m KITCHE Veril Dryer thro h wall L I A.F.F. �ver�iang - Flat Ceding ° o r cabinets to p O Upid exnover Ref. 3'-O"4" e'-I" t"t 2" feller 4'-O" 341 •' R"O 1 E BATH �2 G stung- Rod E Shelf A/C ° O - R-II Batts I"Wn E #I 4"� Steel Bal see detail op �a)>ae2' x jF NProvide auto tie Aeeeas O closer 1 with light 8 O Loi to -----J 22" _ 1 8'-O" A.F.F. Meter Flat Ceiling ISO, Amp a 4" -oil u'-G° _U a �a Panel CEin SECOND Z GARAGE Q'-4" A.F.F. Flat Ceiling ty or----------------- i Block wall in garage to be struck block i I I j 14'-e j I I ®DO I D I I O° 3'-51, E 1"E "hh IS'-10" Install windows thru buck into block with SAV 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 ERRESSY BEDROOM -CIA MT11 10171 F ■o Q., o EGRESS it T C V E R D 12" x 12" concrete column block filled ORC with con rate and (2) 1 bars Vert. tie O into lintels above in 1 2'-8" 2'-8" 4'-2" 5,_4„ 5'-4" 9'-6" 34'-O" Attach buck to block wall with 1/4" dia. Elco conc 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 at wall - / WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I I"x4" P.T. Buck Walled to INSTALL YULKEM BLOCK SEALANT #e Wood screws thru iamb into buck All rough opening dimensions t0 be verified bg contractor Detail at Window9 lock with case hardened nails prior to window attachment ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK at each hinge and 15" o.c. max and Detail at Door prior to door attachment with manufacturer 5 specs prior to construction INSTALLATION NITS NTS Braden $ Braden AI,A. PA Date Drawn Revisions Sheet Architects - Planners UJynne Building Corp. GARAGE 3-25-20 Tel S.E. Coconut Avenue The G Grand Carlton LEFT Drawn U. REVIEWED FOR Tel (112) 281-8258 C.C.U. 2 Fax : (112) 281-8283 CODE COMPLIANCE E-mail: bradenaiaocomcast.net Spanish Lakes Checked by: Stnnrt PL A49ac ttAAr_nnnnS2 St. Lucie County Florida p R g ST. LUCIE COUNTY OF 5 Comm 4 12-2� r—I -----1 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 FOLAD/4TION FL;4N 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. 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 15. 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. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision .4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 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'—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 copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. `. 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/ Fill cell with concrete and 30" overlap (1) #5 bar vert. (typical). 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 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. at each Filled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous Cx6" #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-,, Vx6" #10/10 WWM on 6 and Visqueen over / clean compacted a' termite treated fill "'.., 0It"iii� I.■^ip i i Ti I —i i 3„ 14"w x 18"d Concrete footing 1=IIII IIII—IIII— with (2) #5 bars coot. and #5 transverse bars at 48" o.c. 3„ 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill #5 bar cont- Step per foundation plan N 3" #5 bars cunt. bottom steel F 12" DETAIL AT GARAGE STEPDOWN 12 x 12 concrete column block filled with concrete and (2) VI bars vert. tied into lintels above Top of footer 16" below finished floor Ali 30" COLUMN FOOTINi SCALE 1/2" = 1'-0" 30"x30"AC concrete column footing with (4) 45 bars each way SCALE 1/2" = 1'-0" Contractor to provide proper foundation chairs or proper steel installation H PORCH SLAB EDGE DETAIL 30" min. SCALE 1/2" = i'-O" #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 vert. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #5 From Footing To Tie Beam Curb height Wood 48" unless otherwise noted g Verifg 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 VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill;> Grade %c) -IIII-1li = - III=IIII illll ;,llli Single Filled Cell Column III IIII-1�11 (IIII IIII IIII I�-1- NTS 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. L",. % GARAGE CURB DETAIL SCALE 1/2" = 1'-0" ER 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" c.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT F(Iled Cell Masonry Column With One 45 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, FA Architects - Planners 411 S.E. Coconut Avenue OB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34996 UAAC000032 20'—O" 10' —O" PATI0/SL,4 B— ok ° E0 EE — --— ° ---� z —`°— -- t ° E --- -- ---- i° —� J 6 ©L_I J r — — — F� II FI I ® Filled cell der girder above I �4"IZ4cn Rear Patio/Slab r— O I r J to be poured separate from the house slab. I ° M I Thicken footing to 24% x 14"d x 24"L I I FI under filled cell I E a under girder bearing. LE E O - — ° ° — E — ° — — E ° FI I Is I Rear Patio/Slab to n ILI C be flush with bottom of I ° OD cL-v o I sliding door recess. F_ F LL n I slope 1/2" in I �- EI I�- I �- I li I ° E I FI ° H.B. I I I ^ 4" concrete slab with fiber ash OR I E 6"x6" #10/10 WWM on 6 mil V squeen over clean compacted termite treated fill I I Ii 'F- 0 OF I;- o I I ° N- I I I E E H.B I ❑ � 0 0 to Dr— -- — — — — — --- I o A/C #I I 400 Steel Ballard I r filled w/ Concrete 0 FS moo- I I I�01 I EI oL.� I IQIaI IE I Ea; I I I Et! 11 I E I 3'a ii_, _ I L_ a FI I EI wow N IOE EO I ,a W -;I Q v=3 O Uor F5 to1 *e 93 i W U I I O _ )Z O �I x I;,, L— F5 r- �I ° ---------J0 1.5" Recess for ° ° EE — —— °°--------- 1rJ °° v ° ° arage Door J F 3'-51, 6'-21, 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. ti into lintels above WJ nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida av m 0 b FOOTING, SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 8 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a 0'-0" Date Drawn Revisions 3-25-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. REVIEWED FOR CODE COMPLIANCE ST. L 1[:1F r-01INITTv ROCC Sheet Comm # 3. 12-2� OF 5 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Edge Field Fastener Pressure Zone I to 6" 8d ring shank 45 psf Zone 2 4" (a" 8d ring shank lb psf Zone 3 4" '4" 8d ring shank 84 psf ** Zone 3a (11 6" 48 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 x 12" n Block Rebar Rebar 1.48 Bar Dia, Min. Overlap to Lintel Attachment NTS Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cost -Crete 8U8-OB/OT precast lintel set in mortar_. Min. as Bearing Provide #5 bar set in pre -cast lintel into beam where length of the opening calla for it. Provide PT Buck i;';};1 I t�•;7 1.4.r,:1 attached per ,lamb details into filled cell ii;�`i rE 2,1 4" Pre —cast r i sill ' I , i t'.;.. a 1]" .I Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in frlled call. Tie �Jfdled cell steel into continuous / footer steel. Scale: I/2" = I'—o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" c.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12' into wet beam and (22) IOd nails into truss R-II batts 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT "1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggp f 2 felt paper using Sd 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" III 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 epaced 6 c.c. at all laps and two staggered rows 12 c.c. in field. Attach deck to trusses using attachment detall on this sheet LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Raw& of 'He Block Above " " Bottom Steel Size TOp Steel siu Max Gravitg Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2' V-6' BPS-OBAT I #5 3069 1564 1024 L31 2'-L" 2'-8' 3'-1. 4'-O' 8F8-OB/IT I #5 256I 1363 163 L45 4'-5' F-10" BPS-OB/1T i #5 1105 904 339 L50 5'-0' L'-L" BPS-OBAT 1 #5 1238 835 121 LLO L'-8" 1'-L' 8F8-05/IT 1 #5 1011 121 534 L80 8'-0" 9'-4" eFe-I15/2T I #5 2 #5 152 Sell 612 L90 9'-o" 10'-6" 8F8-IB/2T I #5 2 #5 6143 530 401 L90B 9'-O' 10-4' 8FI4-0/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0" ll'-4' are-IB/2T I #5 2 #5 582 1 494 452 LIOOB 10'-0' II'-4' 810I4-I15/2T ONE 1 #5 2 #5 131.6 1028 452 LI20 17-0' 13'-4' 8F8-IB/2T I #5 2 85 411 428 324 L120B 12'-0" 13'-4" 8FIL-115/2T ONE 1 #5 2 85 1015 110 324 L140 14'-0" I6'-4" 8110I4-6/2T ONE 1 #5 2 #5 1250 1.09 259 LI60 IC -On IT-4" 8F8-I13/2'r 1 #5 2 #5 Soo M2 194 LI60B I6'-0" 11'-4" orI6-0/2T ONE I #5 2 #5 1 950 Soo 1 194 - 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' nails - t 24" o.c.) supporting Max. BIOIbs. uplift Aluminum Drip Edge t Fascia 12" 2"x6" Kaycan full o vent Yin soffit installed usngy 1/8' dia shank x 15" long gals. roofing nails with 3/8' dia. head per product approval — see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of foster IL" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter Flash Nail ledger to gable end truss with (2) lOd " �, s at each web la —rib lath vertical wood i 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 Trusses at 24" o.c. see shop drawings by others R-30 Batts I batts Frame ceding transition YYYYY]tJA A as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section Ceiling transition Insulation Detail nts Poured cancret Poured Con, concrete ble Concre Manufac W cod Base ummum Panel res per manufacturer See Tu.ical Stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer end spacing per manufacturer'. Detail. Stud Detail Stud w/ Die Cast Zinc eTs Nickel Plated Wing Nut Flush Mounted Shutter Detail cite Brace Gable and with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES O 24"o.c. TYPICAL ( shop drawings by manufacturer ) of a � L X � s O� cli m a AM "m 21 U7 o� ,a U O 000 E_c:= — O U � h IN E a w 2 Brace Gable end with 2" x 4" SYP 92 min. aft back nailed to bottom - or top chords using (2) IOd nails at each truss yR-30 blown fiberglass in bottom chord of trusses —1/2" drywall with smooth finish a Two rows of beam block filled with concrete -and (I) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 PI-foll -insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLOi.I and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) tV W Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8i dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with l 24" o.c.) supporting Max. PP 9 (22) IOd Halls Into truss. Add blocking to HETA 20 1810 lbs. truss leg per detail on this sheet uplift In n00 I IF I AV Iwasaki! W5 NOVA for PA EA MrA I all NA 9 FAF ®r I 110AMA FAMA IFF VA I Ar ME VASA In PON oil ■ 01 MA"W""J" eW-0 i Fe - 1 � HETA 20 v i u Fill cell with concrete and (I) 95 vert. ltypicaD. I ROOF F % L• fit ppbar shall not exceed `48" unlessng otherwise noted o 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 slab 4" concrete slab with fibermesh OR 6"xL" #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 NSTRUCTION III=1111-1111-1111 I � i �= "' Ical Section at Front Forc ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CO — 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 rtraTOTo -1-2-19 PANEL "A" Poles SR Lend Wire Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator Range#L 12.0 kw 50 2 1 20 1.2 Its #12 Clothes Washer 1 20 1.5 kill 912 Kitchen S.A.C. =AirCmdaysm 910 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I 20 #12 Bathroom Receipts #10 5.0 Its 30 2 - 1 20 1.2 kw $12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 19 Air Handl #10 5.0 kw 30 2 1 is #14 General Lighting 15 le, 1 15 #14 General Lighting 11 IS I WH #10 5.0 Its 25 2 I 15 114 General Lighting 19 20 I 15 914 General Lighting 21 22 GDO #12 0.0I KW 20 1 I 15 #14 General Lighting 23 24 Spare Spare 25 21. spare Span 21 2a Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting..(3, watts..sq,.ft.>...... Small, A,ppllance. Circuit(s),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Range ..... ......... ......... ......... ................. Microwave..................................................... Dish„ Washer. ........................................... Clothes Washer 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 1,200 I 5,000 5,o00 1 4.500 4,500 1 810 810 Total Watts 35,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,LI5 e40% 1 O 10.24L Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,244 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 Pa Push Button Switch _0" Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light a= ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-m-1 Carbon Monoxide Detector 412 Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter © Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack AC DISC I A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 116.3 CFM IOxIOX4 MASTER BEDROOM IL3 CFM IOxlOx6 P3!7irrl i� B/A I l ----- ------ a I 12x]29 B/Ax9 CLOSE _ NO Soffit AATH 7-2-19 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 AMP 2" PVC Schedule 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can O i meter can O METER METER Intersystem bonding Intersystem bonding 2, PVC ( FPL Termination pant 2" PVC ( FL, Topant schedule 80 schedule 80 ' 2" rigid service FPL 2' rigid service FPL 1 GEC Bar U c er ire to t2) a'Galsvanaed GEC Bar #L a er ire to (e2) a'- Galuvanved ground rode IF ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - 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 AfC/KIC Rating prior to ordering equipment ELECTRIC NOTES: OPTIONAL PATIO/SLAB 1211 1 - X. 10, PATIO/SLAB I GR IAT ROM I I FI Cents on cc K I t------F - Registers g fan I69 CFM I- loxiox7 DINING.: ROOM Exhaust Duct Thru Soffit 129d2x1 W o 4" Exhaust H•B. Duct Thru 8x I`�" Vent thru Wall o - - --Soffit WP GF InstallQuiet0Q under disc. T not shown orclarity W.H. - a # " 17" I f } I IIL" A/C A tic A Bess 3 0 1 I # I Nth light I Q I i 232 CFM IL us 1l 12xLxl 150 Amp Meter Panel SECOND Meter) GARAGE 34 BEDROOM I ( jALI I2x12x8 �1 B/A I r-----------------� I I I I I � COVERED I I PORCH I I I I I I I I I I 1-GRAN CAL LAYOJT SCALE: 1/4" = I'-O" I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke d Carbon free of defects for a period of not less than two years from 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 by 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 resistant 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 RMI402 the requirements necessary for the equipment to be placed in 9. A(�C Refriqq��r�rr��nt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT sleeved In PYC conduit. /� /� /� 10. ALL A/C Equipment shall comply with energy calculation 1l. All work shall be done In accordance with the N.E.C. and Braden t Braden AIA FA shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per , 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RMI5O2 Architects - Planners contractor, the completed si1 stem shall be fulls operative. and telephone company. 12. Contractor shall pay For all Tees, permits, testing, and 41i S.E. Coconut Avenue inspections including blower testing where required_ 18. The electrical aystem shall be completeiy and effective) 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C.el : (112) 281-8258 interference with the progress of construction. 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;bradenala�comcast.net against the public liability and property damage for the labels where applicable. duration of the Work. Stuart. FL 34994 #AAC000032 OPTIONAL PATIO/SLAB /'Covered Porch`, MASTER T BEDROOM WP GFCI \ I \ 1 11 ITVI I - - Smoke / Carbon RR 4AT O M I Monoxide Detector (� Combo "I O S I C I I IL" TY CLOSE =E) II �I GFcI I I I DINING GFCI 1� I ROOM IF31 i I �} GFCI GFCI Z O FM F � ��\ o• i i //� I► KITCHEN S� / /24" I 3'-22" 3'-2'I HIMEa F --III C.M_ Detector onlgg per FBC R314.3 I/ ..�• GFCi C0 CFM F N GF GFCI / > Cents 11" I I\ 1 A wiith Access _n --- /Lt-� `\SECONIS ISO AMR � Optional I BEDROOM Panel panel location ® $ Pull chain is TV \\ \ light in attic \ 42" GFCI GARAGE II Garage \, r�jJj J\ Door � Opener I I / WP i I COVERS n � PO`R_C H ELECTRICAL PLAN Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit WQnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida SCALE: 1/4" _^ 1'-0" Post Light with -1 Photo cell I L'-3" H.B. Exhaust Duct �Thru Soffit Wire For Front Post Light Date Drawn Revisions Sheet Comm # 3-25-20 GARAGE Drawn by: j 12 - 2 � LEFT C.C,U. REVIEWED FOR F. - I Checked by: CODE COMPLIANCE D.R.B.COUNTl OF 5 SOCC A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read I w given special attention by all persons installing trusses. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 301 to 60' Span 60 degrees Spree er Bar or less I 2 Al 2/3 to �e /z of $pan ag ,Line p n pprox REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used.. Truss is an example, your truss may not match. This is an Example, truce may not match. Insist crane operator sets truss this way I Insist crane operator sets truss this way. AIIF� HAND1—�R NOTE a UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. s=' U REPRESENTS A DANGER SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r to 81 LO M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" J6 TYPICAL END DETAIL J4�\.. 1_2 4.00 F- J2 � io .. 22.00 ' Lpset=1/4" hell15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A , ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR Of - Do not stand oil trusses until they are braced per BCSI & properly nailed to straps & 14' — I TRUSSES ON AG REEMEN 1 1 17 23 IN LNGTH CANFABRIACq�T Tha legal dasc iptlon of the property where o a - RETURNED the trusses will be Installed is: D hangers .The undersigned acknovdedges and sprees; 1. 7 ussas wtll be made In strict accordance—� — which is the Sole authority for determining.succasNltall tiosaphetrue'�l� diagram layout, 2. All dlmenslo a N this layout have n of the truessa. g m la been ve nd .3, Unleab written notice is provided by aerBryad main{p Chambers days of deihrery the u 11t;ned hin . agrees that nab Truss Such written notice la furnished Chambers Trues shell ha within an (10) herpes will be allowed- to begin repairs required, three a event or to eubadtuta other CJ) bu esa aerie 8 in which 4. The underslgnad acknoWledpea redelpt of BCSI 4 a Caummary Ptdn 6. Delivery b to Job Bite, It �,1 delivery, Chambers Trusa has the Sole autho y WTCA. ie the buyarb'responelbllNy to make the Job aMe suitable for Portion det ofiha Job she for delivery, Chmbere ttY °f the The T'"yruTo Job site Ora buyer 1' responsibb for addlUonai berm a be respthe onalblte bolt dump because Job atte la riot re e xPenses fl Chambers Truss has toivary only. delivery 14' Buyer le responelbie to Chemberrs T redeliver or buyer le not prepared for d Price ea shown iry pare rasa for towing costa duo to stte wndltione.ery of trusses. _- - -. gr9Ph 7 below is Sub this laydut A $50 per hour fee for revisions me Jed to cFrange tl any Gtangea are, made In . 7: This Is a PURCHASE ORDER to y be charged by Chambers Truss. agreement a reasonable Chambers, Truss of the sum agreed to, or N n©, -ion delNary. Invoice me price. Inv°Ida will be made on delivery and paid MIN terms of net y. be made et scheduled tlatabf delivery If buyer delivery of febdcated truaeas. The undersigned epreea to aftomeys fee for collectbne In event of a y cannot accept charge will be added for all Bums not Of Pay within farms Pay Chambers. Truss reasonable Payment not timely made, m2 °%per month Samoa 8. Signature or InlGals anywhere on IN 9. In consideration of Chamban Truss sheet cn stitutea egreemam to all terms herein, unconditionally guarantees payment when due ofpedtt kr this material the undersigned Chambers Trues by any Sadly receiving material and the Inderail riIndebtednessed owed to Indebtedness Including attorneys fees, U default in e recipient. p yment for material) be Made the 10, the event of any IUlgatlon concerning ihla agreement, me hems furnished hereunder bePaymentsllLuc referred to herein, the Parties agree that the Sale venue for any such action will be Sell buole County, Flontla. 11. Design responsl6fl s are per `National Standard And ReDommended Guidelines On Responsibilities For ConstmcUon 02- Using Metal Plate Connected Wood Trusses ANSIRPVWTes For onstr DATED SIGNED IFOR rmE_ AsWsaderbarmayberegtdrsdpef ^'BCSI1-03 by b Ultiple ply trusses must be fastened together Prevent before they are set; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the information packet Included on delivery before setting trusses, 7itrsaes mustbssetarld braced pertiesign to prevent injfgy8, dartlage Trusses must be set plumb and square Do not set bunks or stack of plywood r other coficentraled loads on trusses ' O°flog material or any , this can cause collapse. S2 NOT SET TRUSSES USING THIS LAYOUT USE YOUT DELIVERED -- LA TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3108 Oleander Avenue Fort Plell Florida 34982.6423 Fort Pierce800-551-5932 772 4 Vero Beach 772-569.2012 Fax 772 465 8711 Q1a Stuart 772-286.3302 ' uaaepcocTpllcS r=1>M irz?;t, r.,sitecf or Architect representative's �• shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re ctive Iota on !, Approve y Flraci & Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 j I Roofing Material Shingle or Shake >>.11 1r) Loading in PSF Roof R.D.L. w n Top Chord Live 20 s ° Top Chord Dead 7 4.2 ° `f Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 a cr, y TOTAL Load 37 7.2 oDuration Factor 1.25 _R Wind Speed 165mph w rn Top Chord C.B. Sheeting by builder. i Bottom Chord C.B. Sheeting by builder. c) V' Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W1 V /I a `-6 3'-4" 5'-4" 1"-10" R IEWED 34— OMPL C GARAGE R.I G HT Si LUCIES0O CC 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT K.U.L.=ttestraininq Uead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the 400 Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR Revised: 3/05/2020 WYNNE BUILDING CORP. E DESCRIPTION: 7&? a CARLTON PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 17 f-li �e