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HomeMy WebLinkAboutbuilding plans (2)Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textures 12 stucco on typical concrete 4 1 SLOPE block construction 12" .H. COVERED PORCH O O wv z�, z,7 zo,, z. 6. ;w. ;w, z z — — — L Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" O.C. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" 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 detai on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11G51.12 26 ga. Sv 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 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 4 1 SLOPE 12" H GRESS 3 2 . C thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction �=LEVATICN NCT�=S: Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted ,4ng changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Bands into UJlndow or Door. 12 SLOPE �{ 70' EGRES PER D, 3 3 --— — — — — ——--—————— — — — — ————————————————— — — — — -_ O' O" Finished Floor 5/8" thick light textured stucco on typical concrete RIGHT ELEVATION block construction SCALE: 1/4" = 1'-0' COVERED PORCH REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 41101.12 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 shank nails spaced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 . \ 4 SLOPE 2 I 12ED 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base —board --� I 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non -Bearing Partition nts Braden it Braden A IA, PA UJynne Building Corp. Architects - Planners I S.E. Coconut Avenue T H E W I I �l D S C Telel (112) 281-8258 Fax : (712) 287-8283 Spanish Lakes E-mail: bradenaiagcomcast.net Sp. Lucre Count Florida Stuart. FL 3499L UAACC00032 l `1� TERMITE TREATMENT REG CONCEALEO FASTENERS OR ATTACHM ARE THE RESPONSIBILf1Y OF THE CONTRACTOR OF REM ALL MANUFACTURES LASLES SHOWIP U FACTORS AND SHGC COMPUANCI WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOVi UNTIL INSPECTIONS ARE APPROVET 12" H. THESE PLANS AND ALL PROPOS ARE SUBJECT TO ANY CORREI REQUIRED BY FIELD INSPECT01 vr'MAY Or NECESSARY IN ORDI COMPLYti,MffH"ALL APPLICABLE 0'-0" = Finis ed Floor Ah ST, UTTF rOi�"TV RT'TT nr�t, nn RRvfENN cu FOR ' _)Mp is\a'k: NaV1L� u' G DATE PLANS AND PERA11T NfUST BE KEI C!:NO 1XE1'E'CT!OV 1V!LL BE MV KALE: 1/4" = 1'-0" 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 G" o.c. in field and edges with IOd ring shank galvanizes nails into truss webbing. I 8'-1" BEARING O'—O" = Finished Floc SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINC OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORE AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof HeightRoof Roof Pitch: 4:12 Internal Pressure Coefficient: ±o-le Subjectability to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: 3'-4„ Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O6 = 0.126 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.4.DL+O.6WL Components i Cladding Wind Pressure (NET) Roof Zone: I. +20.4i-32.6 psf Roof Zone: 2. +20.6�.-51.0 psf Roof Zone: 3. +20.6 —84.0 psf Components III Cladding Wall End Zone Width: 3'-4" Components 1. Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/— 8.1 psf Wall Zone: 5. +35.8/-41.8 psf Components i Cladding Wind Pressure (NET) on Garage Door:+32.OI—40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2.500 psi. Presumptive: X Bg Test i psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER E ROOF LIVLOAD: 31 psf ROOF DEAD LOAD: 10 p f FLOOR LIVE LOAD: —1-5 psf FLOOR DEAD LOAD l0 pgf TO L i�°PITCH 0 = Roof Zone I Wells Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ,4DDRESS: \� Z Model: Date Drawn Revisions Sheet 4-25-14 1-21-16 Product REAR Drawn by: Approval Revision 1 PORCH C.C.U. 4-4-17 Plan revie. I LEFT Checked by: D.R.B. OF 5 Comm It is-ls� �FLCCR FLAN � CRASH 1='OST DETAIL TYPICAL NOTES: SCALE I/4" = 1'-0 it N.T.S. I. Contractor t0 verify ALL notes and dimensions prior to 31" high by 4" diameter proceeding With work. steel crash post. Floor Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. r2W zy;' 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 ° shall be 3,000 P.S.i. concrete and/or 4,000 P.S.I. grout mix 0 2'r2 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2%=° 1. ALL wood in contact with concrete shall be pressure treated. 0 0 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions. %2" 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. ll. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 2/2" 2%'" 12. Lowest finished floor to be set by Governing Building Department 6" 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 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4S0 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 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3(, C19, C415, C514, C00, C931 Ccf6O, C1002, C1041,C117-1, C1118, C1218, C1395, or C1396 and shall be installed accordingto the following: (FBC R�02.3.5) I" x 6" P.T. Buck naked to 9 Mary Seam block with case hardened nails prior to door attachment Drywall Thickness Location Orientation Framing Member Max, spacing of fasteners Nail sizing options for drywall into Spacing Maximum installation of wood framing members Naila Screws 2" x min. thickness Ceiling Perpendicular 24" T, 12" i3ga 1 3/80Rng with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either I6" 0.080" dia. x 1 5/8' long with Direction 15/64° head OR Ggpsum board nail 0.084" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 241, 12" 13ga 1 5/8" lloong with 19/44" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail Walls Either 141, all16 0.092" diaOxR 11/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I/8" with 19/64" head. 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 C1118 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 (lot 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 #11151.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at ail laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" marls PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 181olbs. 1- at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Kaycan full o vent vimgl soffit installed using 1/8" die shank x 1.5" long precast lintel filled with concrete and (1) #5 bar cunt. For bottom row over openings gals. roofing nails with 3/8" dia. head per product approval -see chart sheet a1 1/2" drywall over I" x furring strips at 16" o.c, with R4.1 PI -foil 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 1 and shall meet all pertaining ASTM codes. "M" block construction m Mortar to be Type only proportioned per FBC Rii and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar Vert, w/ 30" overlap Fill cell with concrete and at each filled cell (1) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR t t 6"xV #10/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill Grade IIII-IIII- I� ` 1-I '-11 -IIII-IIII-11 1 I II I II 11 I Ell - IIII1 I IIII - 14" x 14" Concrete footing 14° with (2) 45 bars cont. and #5 T Y P I CAL SECTION transverse bars at -48" o.c. Scale : 1/2" = 1'-0" Recess top plate Ow x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drgwall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" die. 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 of wall anee 48 Wood screws thru jamb into buck Dat each hinge and 15" o.c. max and e t a i l at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Bid and 20° o.c. max. Exterior race at head and sift per product approval of wall -\ / \ Buck to be I° x 4" PT Detail at windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c, max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sl l d 1 n g Door D t a l l 11/2" penetration at o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approval J a m b At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-S%"x 4'-6 V' 54V"x 54Y8" Single Hung ZONE 4 2. 6'-2 %8"x V-3 %" -15" x 63 %," Single Hung ZONE 4 3. 2'-2" x V-2'h" 21%2"x 38V Single Hung ZONE 4 4. V-1" x V-3%:' 38" x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. LL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturers specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-0" x 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0' X C-8" 41'14" x 83%" Fiberglass Panel - Inswing ZONE 4 6'-0' X 6'-81. 14" x Bl %;' aa°,� Nt°" Sliding Glass Door ZONE 4 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Br-Fold Finished 24' x 81 %2" 2'-61 X 6'-8" Solid Core - Wood - 6-Panel 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x C-8" x 1 %" Solid Core Wood, Steel, or Masonrte Door 2'-8° X 6'-8" Solid Core - Wood - 6-Panel 2'-6' X ii Solid Core - Wood - 6-Penal - Bi-Fold b GARAGE W A wi LL Exterior doors to withstand pressures stated in permit info x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I rough opening dimensions to be verified by contractor h manufacturers specs prior to construction 3" Verify attachment hole location with GC prior to fabrication 3/8" thick steel brack `04 O I r 12" 0'/2„It 12- JJ -V 8'-lo k 2 1'-1 Y2 , O . OO 2 00 °O "Okj N EGRESS Filled cell under girder above PORCH o p WIRE LATH STUCCO CEILING 6 19'-9" 3' 91, MASTER © ° BEDROOM O DO I 1 01 1 10100 00 O 8'-0" A.F.F. OL uotn Fiat Ceiling � 41c I ~_`� 1L O O � I r O I V Ipity to be3IY2"high8'-O" N i to 9'- Aulte Ceding _ ShelfinGREAt tjod ROOM tu I ° u, mm � u U u � i-- I -I" 1 LH.B. - � O- WASHER W LAUN O 8'-O" I 0 9'-8" A.F.F. �, o iv � W V au ted Ceding DINING ° ° ROOM Vanity to b O I 3/8" thick steel counter = I toffs to T I 34 ),2„hrgh 42" ° 18" T i+l Coulter top supports I overhang 90" wall 1.51, v I I 5,-3„ 4" in counter to s to eq eq. overhang wa I 5" L5" 6 ® I � O ° PANTR Z - - - - E en O tYl m CAD __- _ cn Oi OW 1 ° ° +41" high wall I SECOND o f m KITC HEN I I F BEDROOM o 8'-0" to 9'-8" A.F.F. O_ Vaulted �eihng I - 8'-0' A.F.F. OIL 1 a Upper cabinets to J Flat Ceiling! extend over Ref. I I r O I WAVE N NO ON VENT REF I O _ .� H B L 38 CLEAR O OPENING 24'- a- - - - - - Ir Nl v N m A/ C W H � -II Batu Inwlauon G O `� O # Iopl O 4"� See Steel Ballard detail on this sheet Provide auto closer E m O �-y THIRD 4 O _ rw�� BEDROOM i Attic es■ light I L O _with I L-Qj 1 in 8'-0" A.F.F. 8` 0 A.F.F. Flat Ceiling Flat Ceding e ARAGE m � I 12'-8" O O O Block wall in garage to be • Q MT Q Q Q m r+ struck block 21_8„ O O R-II Betts Irnulation 0 6' -4" Provide auto 150 Am p Q EMERGENCY closer Panel r--- -------------� EGRESS I r------------T----1 O OO r I II It ° =n 'GOLF CART I ° a I I I I I GARAGrtE in O I I O - O I I O ICEI0 131711 00 - - - - IIL.jI IEo 6" A 12,-8" 6'-4" 2'-8" 9'-O" 12'-8"Ir COUNTER TOP BRACKET' DETAIL Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners Coconut Avenue THE W I N D S O R TelS.E. Tel (112) 281-8258 Fax : (112) 281-8283 E-mail. bradenaia8comcast.not Stuart. FL 3499L #AAC000032 Spanish Lakes St. Lucie Count Florida y MODEL: REAR PORCH LEFT Square Footage Breakdown Total A/C 'Space = 1,153 sq. ft. Covered Poch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. Date Drawn Revisions : I Sheet Comm # 4-25-IL 10-18-IL Product Drawn by: Approval Revision C.C.U. Review Plan revis 2, Review Checked by: D.R.B. OF 5 STRJCTL IRAL LUTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. 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 10. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI 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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Il• ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, 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 12 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 TO BE SPREAD IN 12" LAYERS AND 1 3, MACHINE COMPACTED TO A MINIMUM OF 2500 PSi iN AREA OF MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. 16, ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U A I ED�� r O A F L,4N PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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 upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 91-I1" 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-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/ Thicken edge to 8"4" SCALE: 114" = I'-O" FOOTINGS SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CONTINUOUS Q th With With Curb et Garage x 1b"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB a 0'-0" FL 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" overlap SECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill v 141, 1=1 4" concrete slab with fibermesh OR L"x4, $10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. ETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill #5 bar cont. 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter IL" below finished floor Verify house slab height in field 30" COLUMN FOOTING DETAIL SCALE 1/2" = I'-O" 45 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL EC71ONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. VxL" 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated Pill O'-O" Grade 11. 14% x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" GARAGE CURB DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Fill i #5 bar cost. :a OD 10" (2) #5 bars cost. bottom steel / 11TT A 1I A T f]It /` A r"'1 A /• H /'.TrI"!ti w�i� SCALE 1/2" = 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. 2" x 6" PT wood secured with \ 3/8"dia, x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED �-1-5 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Ewa Double Filled Cell Column Single Filled Cell Column NTS NTS (14 O b- 12" x 12" concrete column block Pilled with concrete and (2) #1 bars Vert. tied Into lintels above 35'-0" I12 8'-IOY2" 12 fir- -- -- — — —-t_LJ j----e — T ��— Filled cell under girder above I o I o I , 4 — O Rear Porch Slab to V-3" I IIUIUI._y_y i_iL._i _i_i_i �° L^JI I L i--- — FI — — — — I FI I I pl ul — be poured separately L I Ofrom House Slab. ° (Y I 0) I 0) hic en footing to I o I " 2 24w 14d x 1- XL u der filled cell under Irder bearing. I I Fl Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" 'I I I _i FI —i I I II ° I I I 4" concrete slab with Fibermesh OR �m I 6"x6" #10/10 WWM on 6 mill Visqueen over G co UQ I clean compacted termite treated fill Me I I -=to LL 0 I WASHER DRYER II _a I I I I —i I I � FI I °I ion — MICROWAVE DW NON -VENT RED. O nser CLEAR 00 orENING FW.H. --- V -- I A# C ° Steel Ballard I I See detail on this sheet I I I I I I I I Lu �I I I I° I m I° of I °I I I _i _�I slo I I I � I VLSI' Recess for arage Door 91-01, Braden rl, Braden AiA. P,4 Wwnne Building Corp. Architects —Planners 11 F T C A R L T O N 3 B E D 411 S.E. Coconut Avenue Tel : (112) 281-8258 1.5 CAR GARAGE Fax : (112) 281-8283 Spanish Lakes E-mail: bradenalascomcast.net St. Lucie Countq Florida Stuart. FL 34914 UAAC000032 MODEL: REAR PORCH LEFT f 1 ,o m C Q I II° I F- I I` I I ;- \ I Fo 4" concrete slab with fibermesl OR pl 4"x6" 410/10 WWM on L mil VIsq een over clean compacted termite treat d fill 1 I° I I I° w V1 I 0 /-M I I I I� Meter end pa either side — — — — — — $ — ouse field ver N ° ° ° N service locat in I ar 4"Stpl p 91 1 1 0 o I — I O X I I s L — — —— 5 -- — — — J ° — — ° ° ° 1.5" Re ess for Iml in arage oor P )ate Drawn 4-25-I6 Revisions Sheet Cor 15-1 10-18-16 Pro uct ROOF 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" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 <eu Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" Sd ring shank 19 psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. Ile bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete -' BU8-OB/OT precast lintel set in mortar _ Min. e" Bearing Provide #5 bar set in pre -cast R O O F F L N Scale : 1/2" lintel into beam where length of the opening calla for it. , „ rovide PT Buck .tacked per jamb tails into Filled a 4" Pre -cast Sill — Overhangs at I —O unless otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer ,- — Any changes to this plan shall be Submitted to the E architect for approval In writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift Verification Poured Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction o — Q — Provide #5 bare diameters overlap filled cell steel into with min. 48 bar in filled cell. Tie continuous H = Tooter steel. CBS WALL Scale: 1/2" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking{ to vert. leg of truss with IOd x 1.5 nails at 4" o.c. J(;% Install Simpson MGT into wall usingg 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss I Reber 48 Bar Dla. TRUSS BLOCKING DETAIL Min. overlap AT GiRDER STRAPPING AT CENTER BEARING POINT Column to Lintelttachm�nt NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofingFL #11LSL12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1,5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underiayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at 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" " 3 �� Length Length Span Bars Bars r � r � . 9 is ,; :•.. y CLEAR 2'-10" 2'-8" 1'-L" 2,43 none 1 1 ( `----' t ---- 10 t----' 3'-6" 3'-4" 2'-2" 2,43 none 8F8-OB/IT BPS-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2.43 none - #5 are CLEAR �'p'': .h:'1�,{: 4'-6" 4'-4" 3'-2" 2,93 none One Row of "H" " Block Above ; :..;' 6'_4" 5'-2" 4'-0" 2,43 none `..' ` 5'-101, S'-8" 4'-L" 2.#4 none r� 9 Precast Lintel r L'-6" 6'-4" S'-4" 2,#4 none Additional f #5 bare t-__-� 7'-6" 1'-O" L'-2" 2,45 none BFIL-IB/IT BFIL-IB/2T �'-10" 7'-O" 2,45 none NOTES- ALL reinforcing steel is grade X. h min, coverage of steel=1.5" 2. min. bearing required a ea. end=s" 3. standard for remf. steel-ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above " Bottom Steel Size Top Steel S12e Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-L" BPS-OBAT 1 #5 3069 1569 1024 L31 2'-1." 3-8. 4'-0" BPS-OB/IT 1 #5 25LI 13L3 'iL3 L45 4'-5" 5'-10" 8F8-OB/IT I #5 1105 1 909 339 L' I #5 1238 121OL50 L40 L'-8" 1'-L" 8F8-OBAT I #5 1011 721t 534 LBO 8'-0" T-4" 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-6" 8F8-IB/2T 1 #5 2 #5 643 530 401 L90B 9'-O" 10'-L" BFIL-IB/2T ONE 1 #5 2 95 1533 1183 401 LI00 10'-0" W-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 11'-4" BFI4-I13/2T ONE 1 45 1 2 1 #5 1344 1028 452 L120 12'-0" 13'-4" 8F8-IS/2T I #5 2 45 411 428 324 L120B 12'-0" 13'-4" BFI4-IB/2T ONE 1 #5 2 #5 1015 110 324 1_140 14'-0" 15'-4" BFI6-8/21r ONE 1 #5 2 #5 1250 1.09 259 LILO IL'-O" IT-V 8F8-IB/2T 1 #5 2 #5 300 192 194 1.I60B IC-O" IT-4" I BFIL-IB/21r ONE I #5 2 #5 1 950 Boo 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'-O" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal w with c(10) IOd x 1 1/2" each truss s ss 4 ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge f Fascia Poured Concrete or concrete block wall Is Anchors Per :urera Specs I I ' 1 fjl = I n I Poured Concrete or I concrete block wall \ — Concrete Anchors Per V Manufacturers Specs Flush Mounted Shutter Flash and Counter v Flash Nail ledger to gable end truss with (2) IOd is at each web Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fascl ^ LI 1/2" thic stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than I-3/1" penetration into horizontal wood framing and 3/1" penetration into vertical wood framing memhers Kagcan full o vent vinyl soffit installed usin 1/8" dia shank x 15" long gals. roong nails with 3/8" diai head per product approval - see chart sheet al 5/8" thick light textured 12" x 12" concrete column block Filled with concrete and (2) #1 bare vert. tied into lintela above stucco on typical concrete block construction Vanes - see plan 45 bar vert. w/ thicken edge to 8"x8" with concrete and one #5 bar continuous 30" overlap at each filled cell BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of Tooter 19" below finished floor Step per foundation plan =al Slope per foundation plan 'r Wood Base Aluminum Panel Sizes per manufacturer - See Typ cal Stud Det•�I v l/a" x 3/32" Wing Nut w/ v appropriate washer and spacing v per manuracturer's Details dote' tall II �-.IBr5' Stud Detall Stud w/ Die Cast Zinc NTs Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP 92 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES s 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and lU #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furr strips a 16" o.c. with R4.1ingg 1-foll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. N a � X L to s L a— F_ o a - a W L z in N Q O — E r- _ — cnfa 1q- N r UD Mortar to be Type M on y proportioned _per FBC R601.1 and Mortar joints shall comply with FBC R601.2.L Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted r see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4'1 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill � I • 1 • 1 __ ••�• Provide downspout Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd Halls into trues. Add blocking to truss leg per detail on this sheet II II II II II 76TITT :� Simpson HETA 20 hurricane anchor at each truss TA 20 ( 24 o.c.) supporting Max. I810 lbs. Up,lft I� 3 I BI I L BI I 2„ .H. I L4 51 I I I 4 OP 19, I BI B Q LO BI L22 AULTIED EA lZ ' L45 I } E 18'-6I' BI w�� B 4 12 SLOPE 4 z o W N BI L 31 Gulf Coast uppl iY 2( ga. 5 trim metal wood Sic ws w se nil t r f se FG Sv Crimp Metal roofing FL #11651.12 oPing attached oe plywood deck using #9 x 1.5" lin washer at 12" o.c. max s acin over ASTM D 2„ I laps eaten d with Sip ed 6" o.c. at a I ck t trusses uai orr p at on resistant tin caps and with 1.25"II and two staggered rows 12" o.c. ac ment detail on this sheet ring shank nails In field. Attach H. N 77 1 I Attic A caw with light I \ — J i % I 1 / \ NN u I I I A O i III 12 1_31 -. 4 SLOPE / I I �... 1 e' o" MAX I i \ 10DD SPACE L22 BI Bill L90 E31 O I N a — c i .t BI LCIOB BI L22 BI B1 TA BI LLO r. ItT A ,n Provid \ for gutter �/ Simpson HETA 20 ETA , 20 hurricane anchor at each truss Provide downspout ( 24" o.c.) supporting Max. 1810 lbs. uplift lUynne Building Corp. MODEL: Date Drawn R Revisions Sheet 4-25-16 10-18-16 Product T�---E WINDSOfi� REAR Drawn by: Approval Revision PORCH LEFT C.C.U. Checked Review Plan Review reels "4 , Spanish Lakes St. Lucie County Florida by: D.R.B. OF 5 File Copy O W � 4 X r OIL) rn N � `a O H a a N t- =L a N Q ^� Cc " O W � 12-� E ff.)uN L � 7 Jc O w 2 Comm # PANEL " Poles BR Load Wire Description circa arc# Description Wire Load BR Poles 2 40 -1.0 kw ue A/C comp 1 2 AHU 410 3.5 kw 30 2 3 4 2 30 4.5 kw u10 40 gal. water HTR 5 6 Rene #L 12.0 kw 50 2 8 1 20 1.8 kw #12 Pump 9 10 Dryer u10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 Dishwasher u12 1.2 kw 20 1 1 20 1.5 kw u12 Microwave 15 IL Refrigerator u12 1.2 kw 20 1 1 20 1.5 kw u12 Kitchen S.A.C. 11 Recepts u12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 Recepts u12 20 1 I 20 1.2 kw #12 Clothes Washer 21 r26 Recepts u12 20 1 I 20 0.81 kw 412 Garage Door Opener 23 Recepts #12 - 20 1 1 20 1.4 kw u12 25 Recepts #12 - 20 1 1 20 1.92 kw u12 21 28 Recepts u12 20 1 1 IS #14 General Lighting 29 30 Recepts 31:12 20 1 1 15 $14 General Lighting 31 32 Recepts #12 20 1 1 15 u14 General Lighting 33 34 Exterior GFCI #12 20 1 15 $14 General Lighting 35 36 Bathroom GFI u12 20 I 1 20 u12 Smoke Detectors 31 38 General Lighting #14 IS I 1 20 u12 Bathroom GFI 39 40 General Lighting u14 15 I s are 41 42 are PANEL "A" LOAD CALCULATION SHEET Load Description QL . Watts Total(Watts) General Llghting (3 watts sq, ft) .Small. Appl,lange C.Ircult(s) .... ......... ..........:...... Range .................................................. Refrigerator ............................................. _ ... Microwave ..........................................................:...... Dish Washer . ........................... I ............................ Clothes„Washer........................................ ...... Clothes, .Dryer ........................................ ...... Water Heater ..... ............................. Water Pump .Garage_Door.Opener 1135 3 5.205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 150O 1 1,200 1,200 1 1,200 1200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 I 1 810 810 Total Watts 31,415 First 10000 Watts ®IDO% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,946 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Tv I Television Jack 61 Telephone Jack ACDic A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light - Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10, A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energg calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fulIg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 14, Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancg, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that mag have been damaged. 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install all items for a complete electrical system :and provide all the requirements necessarg for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utilitg and telephone company. SEE "J" #2/0 Aluminum Feed I''A' Conduit 2" PVC ( FPL 2° rigid service FPL disc. 150 MCB PANEL ub coppper wire cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. lugs. NTS L manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 Vent thru Soffit install ouiet under disc. not shown for clarity WP GFCI in 0 U Q AiC Wire For . Front Post Light PORCH �� MAST�R � � A BEDROOM WP GFCI � I / \ A I SO I Fmi Q I I rJi FcI ao C I I -- I GREATI ROOM I ° LOSET Fc1 QL_____ I \ I I \ \ WASHER DRYER I \ DINING LAUNDRY Or ROOM I I II Q M ICII i GF ITRY I 1YT1 I CI° ° GFCI GFI i { ITCjHE�\l GFCI ®MICROWAYE� I Cv3 iN'ON-VENT - REF. 0 38" CLEAR L _ _ OPENIN \ GFCI GFCI \ i' GFC \ W.H. - 4"d+ Steel Ballard / See detail on this sheet I / r----- jr+y� tie a ;s.- L-wlthJlgll( I q7 1 4 i OPTIONAL PANEL / �4 LOCATION I GARAGE /' GFCtoI tight 1 r--------®'------i jGarage 1 \ I Door \ Opener \ I I \ I I 1 I \ I 1 I I 1 I 1 1 to garage Jlghts I I \ Post Light with ^ Photo cell O =THERMOSTAT LOCATION SCALE : 1 � ,4 n = 1 i - O ii Center between d� vewayst Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (172) 281-8258 Fax : (112) 237-8283 E-mall: bradenaia8comcast.net Stuart. FL 34994 #AAC000032 UJynne Building Corp. T�- E WINDSOR Spanish Lakes St. Lucie County Florida ►AA - II 1\ SECOND 1 `�3EDRO��M 1 `fl 1\ THIRD ---BEDROOM GO Cdb I50 Amp / GFCI Panel fsl r-r--_ -- - - - - Garage Door I Opener I GOLF CART GARAGE � I GFCI GFCI I I I ELECTRICAL File Copy CA N N WP GFCI L- I4 Y SCALE: 1/4" = 1'-0" Attic Venting Calculltions Total Attic Space = 2101 sq. ft.FBC 2 009.1 Venting Ratio 1/150 1 = 18.00 sq. ft. required Provide A Continuous) Vented Soffit MODEL: Date Drawn Revisions : Sheet Comm # 4-25-14 10-18-16 Product REAR Drawn bg: Approval Revision p PORCH C_C.U. Plan Review revis LEFT Checked bg: 4-7-17 Duct DRevels ID. OF 5 y qq1 4, The Architect's or Architect's rep shop dawing is I r"doubler doub ercheck approval of the cent TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. #1,1111 ,The contractor shall remain re IFE SAFETY WARNING IN ADVANCE FOR A SPREADER BAR OF 18 - 24 IN LENGTH for checking field measurem �-- AARRANGE WITH C RAN E OPERATOR I other construction criteria. A approval covers general Too review of truss strapping, anti This symbol identifies Life Safety Warnings that should be read • structure fragivenspecialattentionbyallpersonsinstallingtrusses. A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers theiTre ec' eecatia Approved 6y: —_ 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON GENTER EXGEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERINC BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' SpanA, a o degrees Sprea er Bar a or less Fog Line span approx. REFER TO BCSI Truss must be set this way if crone used. Truss is an example, yvur trvss may not mate. isist crane operator sets truss this way. ag 4_Approx 2/3 tom Line 1/2 of soon REFER TO BCSI ,as must be set this way if crane used. This is an example, truss may not match. Incict c,nne onerat,, sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A I F2 H A N t� I F= f=-2 r.10 T E 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. _ For Truss -to Truss___. Connections see hanger/connector schedule in engineering package. Carrying Girder -A Nails must be as shown. Guide tabs Dome angle nails. REOT PLATES BY CHAMBERS us �s€ z oc.nwa EXL1YtS I O'''>s L p�""My CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY ;(c it 1 � a 12 4.00 -� 8 2 2.00 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR PORCH RIGHT INVERTED "V" WEBS AT CENTER WIT B.C. PANNEL. LOAD W/ (2) 4:1 I 1 1 I u RI®� GRA (� (�/ I Date: `.: FABRICATION AGREEME :.'TRUSSES CANNOT eE STARTED UNnLTHIS AORE)EMENI. 19 all the legal description of the properly where the Wsess will be Metalled Th0 Undersigned acli"edges end agrees: I. Trusses wgl tia mans M aMd eccoMence with this trues place `v;Addr.Is the sole autholtty for determining successful fabrication of the I "L. Afi dMroneIons M this layout have been verified by the undersignec • S.,Unieis written notice Is prcvlded by certified man to Chambers deya of delivery the undersigned agrees that no badceharyes.will be such written notice Is Nmlahed Chambers Trues shag have three (3) b 1o,begin repairs required, or to substitute other trusses, at Chambers of ,4.,Tho undersigned sduwwledges rseelpt of "SCSI 1-03" aum y el ..¢ baumry Is to Job age. K la the buyer'i napondblllty to maae th 1t8941, Chambers Trust has the sole authority to determine the aultab jpdrpon of the job site for delivery. Chambers Truss will be responsible f the.bbyer le ulble resporfor additional delivery expenses K Chambers' begatrse job she Is not prepared for dslhrery or boyar Is not prepared 1 flojils responsible to Chambers Truss for touring costs due to site can "t.9;;PAce a shown In paragraph 7 below Is subject to change If any Ihlsteyout A $60 per hour fee for revisions may be charged by Chambe `.% Is Is a PURCHASE ORDER to Chambers.Tnrss of the sun 'aged lard a reasonable price. Imroke will be made on delivery and pr onWathmry. Invoice may be made at scheduled date bf delivery K fJoery'of fabricated busses. The undersigned agrees to pay Chamb attorneys fee for Wisdom In event of payment not timely made. 1-1/2charge win be added for all sums not paid within terms. 8: Signature or Inlnals anywhere on this sheet wnctnutes agreement I s. In consideration of Chambers Truss extending ixeaK for this met imoondillonally guarantees payment when due of any and an In Chembers Truss by any entity receiving material and the underelimai Indebtedness Including et(omays fees, Ifdefault Inpayment for male Adplent. 171 10, In the event of any litigation concerning this agreement, the Komi drpsymante referred to herein, thepsrtlea agree that the sole venue fc be Saint Lode County, Florida. •• M. Dsslgn responsibilities are per -National Standard And Rsoomme Responsibilitioe For Construction Using Metal plate Connected Woad T /1NSgtPVW TCA 4 - 2002- tintEo $14NED , �OR _TIT UE__ '/C"apreaderbarmaybsregt�iedpar"BCS11-03"ioprsuefd NlWIple ply trusses must be fastened together Inc 66fcm they are set, failure to do so can resultdn oAmorary and permanent bracing are required ar �- and property and Is the responsibility of the to IQId.y the contents of the Information packet Inclu before setting trusses. hc. 1, t•Tltissas ntllstbeaetand braced p1design to preirenti j Trusses must be set plumb and aqua Do not bet bunks or stack of plywood, roofing In P.ther 2jrieentrat8d loads on trusses, this can ca DO NOTSET TRUSSES USING THIS -iiSE LAYOUT DELIVERED WITH TRUSSES TO S ,;. CHAMBERS TRUSS ' 3105 Oleander Avenue Fort Pierce; Florida 34982-642 800-551-5932 f8j Plerce 772.46&2012 Fax 77' -'Vel^o Beach 772-569.2012 Stuart - 77 t ::tn`,u: • Wab 91ta.- CHAMBERSTRUSS.CON 92.0/93.2 MITEK 4.2 DESIGN CRITERIA — County SAINT LUCIE Building Department ST LUCIE COUN Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force .. Roofing Material Shingle or Shake J Loading in PSF Roof R.D.I '00 �a w Top Chord Live 20 c Top Chord Dead 7 4.2 J Bottom Chord Live 10 Non-Concurre o c Bottom Chord Dead 10 3 `iI TOTAL Load 37 7.2 d I Duration Factor 1.25 R c to ,, Wind Speed 165mph `—° Top Chord C.B. Sheeting by built N L CO Bottom Chord C.B. Sheeting by built ~� Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restraining Dead Load C.B: Continuous Bra Verify DESIGN CRITERIA shown above wit building department and your engineer. Design Criteria is the responsibility of the Building Desiqner and/or Engineer of Recor N Chambers Truss Inc. Drawing Name: M11' LL Scale: 1/4 = 1' LIJ82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: _ � Date:10/07/15 Revised:10/15/1 FOR tl P.O__--1a'�" s'4• -- 1a'4• V, VV'YNNE BUILDING CORP. .1' CLOZED AREAS ARE OF I LEFT DESCRIPTION: SPECIAL CONCERN & MUST EE PORCH 71' CARLTON 3BED REAR f CHECKED CAREFULLY & MAY j PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE INDICATE DEVIATION FROM �,�_�� _ PLANS., .0 -,_ - 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT MI 11392 142Sa.