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HomeMy WebLinkAboutbuilding plans.Fiie Copy 12 4 SLOPE 8'-1" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 6" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 2" 2" OH � 5/8" thick light textured stucco on typical concrete O block construction or W-OL e*=C0QC, 600QC- vow 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 Finish Columns with 5/3" thick cut coral finished stucco bands 5/8" thick x 8% cut coral finished stucco bands ELEVATION NOTES: Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #II01.12 ARE THE RESPONSIBILITY OF THE 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" ;NONTRACTOROFRIGOR� wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end ALL MANUFACTURES LABLES SHOWING laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails U FACTORS AND SHGC COMPLIANCE spaced L" o.c. at all laps and two staggered rows 12" o in field. Attach deck to trusses using attachment detail on this sheet WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK 12 ARE SUBJECT TO ANY CORRECTIONS SLOPE 4 REQUIRED BYMELD INSPECTORS THAT lMAY BE NECESL'ARY IN OHDEF TO ' COMPLY EVrl P L hPI LICAr-at BODES, 2 ---------- -- _— — — —— �. i r - ar r•.. nn-,SiC t i'Oy 1 1 FS 21 ! "' kiki O'-0" = Finished Floor C .H. 2 thick light textured / stucco on typical concrete block construction REAR ELEVATION — Overhangs at P-O" unless otherwise noted on Roof Plan — Roof pitch at +12 unless otherwise noted — Ang changes to this plan Shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands into Window or Door. 12 SLOPE 4 a 2" 5/$" thick x 8% cut 2" H. coral finished stucco bands .H. 3 3 5/8" thick x 8% cut coral finished stucco bands !/8" thick light textured stucco on typical concrete block construction — --------------------—————————————————————————————————— — — — — —— O'—O" = Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATiON SCALE: 1/4" = 1'-0" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base —board ----\ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 wWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition n \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and b" 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 trsat using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 9 7n 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 6" o.c. m Field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 NO 1-30 0_11=11 SCALE: 1/4" = 1'-0" --� 5/8" thick x 8"w cut coral finished stucco bands —0'-4" A.F.F. 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: Sth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: ll'—O" Roof Pitch: 4.12 OIFP.�R,00f- Internal Pressure Coeffi ent: ±O_Is Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3`4' Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO design ITC12 Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.6u1L Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall 5. I f 0 Zone: +35.8%-481.8 psf Walls 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: M= Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: °� I psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --I—k psf FLOOR DEAD LOAD: 10of JOB ADDRESS: rz�ko \ \��4G,�oNe-. File COPY "FLOOR I� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. steel I. Contractor to verify ALL notes and dimensions prior to high by �" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into slab (3/e"t so ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 6 4. No dissimilar metals to touch. 2%' 2%' 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %_" 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 ° 2/;' 6. Drywall at ceilings shall be leveled and attached to bottom chord 4'�al of trusses with screws per FBC R102.3.5. ° o 2/s FLAN 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10, Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. i/,° 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 EH, = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck flux not less than 0.12 watt per square centimeter_ Exposed foam plastic insulation block with case her, materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac 18. with F.B.C. R316 - see permit info box of code edition Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C�60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. of fasteners spacing Nail sizing options for installation or drywall into Spacing Maximum wood framing memb ers Nails Screws 2" x min, thickness 13ga 1 3/0" long with 19/64" head Ceiling Perpendicular 24" 7 12" OR 0.098" diameter x 1 1/4" long annular —ringed or Solcooler nail �2 R. Walls Either 16" 8" I6" 0,080" dia0 x 1 5/8" long with Direction 16/44" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 7 12" 13ga 1 5/0"long with 19/44" head OR 0.098" diameter x 1 3/8" long annular —ringed or bd cooler nail a OR 0,092" dia. xx 1 1/8" long with Walls Either 141, e" 16" Direction 114" head OR Ggpsum board nail 0.0915" dia. x I 1/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with I 1 1/2" penetration at C 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 apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance With ASTM C1288, C1325, OR CII-18 and installed I.A.W, manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an 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 #11461.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with serf sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" O.G. at all laps end 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 true& 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) sup orting Max. 4 F- at 24"o.c. TYPICAL 181o1bs. 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 (1) #5 bar Cont. in each row. Substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (U #5 using 1/8' dia shank x 1.6" long gaiv. bar cant. for bottom row over openings roofing nails with 3/8" dia. head per product approval -see chart sheet M 1/2" drywall, over I" x furringg strips al ILo.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 and shall meet all pertaining ASTM codes. block construction w Mortar to be Type "M only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc..-) #5 bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x(" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade ,,.'.. III IIII III III I.'f',. ,..'�'IIII-IIIli IIII 11il=IIII _ ___ ICI IIII=�II1=Ili III_"III _ i j I I I I I"" III — 114" x 14" Concrete footing I with (2) #5 bars Cont. and US TY fi i CA L SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" to Masonry Beam Wady I 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. 2' VTR JAL I I I 21' VTR Masterr�� JiL Bath ko 2' V`ITR AiI21 shall.I1IIIILay.w.c.2 Shur. 3' C.O. To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ ---------------- al I I \ Masonry Wallfl Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with S I I d 1 n g Door E)e t a I I penetrator at 6" " max. fromom each corner and 20.." o.c. max /fit Mai;nnrn Illail NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open, Window Descrl Lion PRESSURE ZONE 1. 4'-5%8"x 5'-3 %a" 54%s"x 631/41, Single Hung ZONE 4 2, ii;l 5'-3 %s" 15" x 63 %4' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21�2°x 38%" Single Hung ZONE 4 4. 4'-5%a"x 4'-2%" 54%s"x 54%'l Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough OpeninL Door Description PRESSURE ZONE A 9'-O" X 1'-O° 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4`81" 41 i4x 83%4' Fiberglass Panel - Inswing ZONE 4 C C-O" X 6'-8" 14" x 81 %2" d ; :°:J, Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4`81" Solid Core - Wood - 6-11"anel i 2'-V X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 8'-6" EGRESS \ 12" x 12" concrete column block filled O with concrete and (2) #1 bars vert. tied O into lintels above o ° Covered Porch 12'-8" O O O N CD01 111 101O °O CEI ICD © MASTER 8'-0" to 9'-1 A.F.F. OIL BEDROOM ; u Vaulted Ceiling 8'-0" A.F.F. 0IILav G R, A T Flat Ceiling u_ RgOM l ® o C4 I Rol. — Shelf 4 6 —O O l Vanity to tt e ° ? I l 34 %2"high N u`i m H.B. 8'-0" to 9'-8" A.F.I . OIL 2" x 6" knee —wall o L SET O 0 Q Vaulted Ceiling I below counter top Qt I M rr r DINiNG 1 R O O M all L LINEN a\F Rod Shelf O ASINET O Q ro ° If 08 O Vanity to be / 0 3-4y2„highs 1 /� ° I BAT - O II'—O/, I 9y41Hiighleall ° KIITCHEN `^ o ao l Vent C rger throug wall we:7iang 8'—O" A.F.F. Flat Ceding N H. Q r O �Upper cabinets to i 8'-" 4" '-O" extend over Ref. BATH r' filler N Ln I I Rer. V peninp O 41 Rod t Shelf -II Bate adeUon �Eu - in ° 14"0 Steel Ballard $.$emsd¢tgil Qn this sheet O> F 22" x Access Attie Aeena Provide auto I -wah fight - J closer 0 - L --- 8'-O" A.F.F. - Q _ 2" " o Uc Flat Ceding CD -0 -r-6° 6'-0' 4" s GO mp is a Metto er ~LLN m, SECOND r Panel E YBEDROOM GARAGE M31 IIMT DEE 8'-4" A.F.F. O Flat Ceding O O ry O EGRESS r-----------------1 O if If ° ° ° Block wall in I ms garage to be I — pi a n I struck block II O O 12" x 12" concrea column block filled C VER D 6 ith concrete and (2) #1 bars vert. tied into ltels above 6' 2"O I® I F V III, 0° 00 00 2,_8„ 2,_8„ 3 _5„ 91-01, 3'-51, Install windows thru buck into block with 3/14" tap —con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall — / \ Buck to be I" x 4" FT \�I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l a t LW i n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Attach buck to block wall with 114" 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 of wall ---\ m I N O (V 1A Wood screws thru Jamb into buck at each hinge and 15" o.c. max and Detall at Door prior to door attachment NTS 34'-0" Fate copy I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. 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 10 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. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. 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 TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF 13. BUILDING CONSTRUCTION l TEST FOR FILL COMPACTION MINIMUMS PRIOR To FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I5, ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il. FouND/470N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE l MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 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_ MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP Wi7H A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 shower, 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'-I1" Wide. Provide (2) filled cells on each side of openings " to 9'-II" and Provide (3) filled cells on each hide 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. unlerss otherwise noted (see section) L 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 speclflcatlons. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ 30" overlap — at each filled cell EE TYPICAL IECTIONS 4" concrete slab with fibermesh Or ill #10/10 WWM on 10 mil Visqueer over clean compacted termite treated fill 14% x 14"d concrete monolithic footing with (2) #5 bars cont. TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation plan 10" '(2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 14" below finished floor .717A Verify house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each w919 SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADES O SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR d"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I —I PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" 45 bar vert, w/ 30" overlap at each filled cell SEE TYPICAL � ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. L"xb" 410/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted/termite treated fill ii 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" 2" x C PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED T 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 Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column Wlth One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaBcomcast.net Stuart, FL 34994 #AAC000032 a 'V 20'-O" L °1 L— Oi — — —— ------�0 J� J� - 4 Filled cell under - 1 girder above 0 FI O 1 � I i p — I ° Rear Patio/Slab 1 w to be poured separate from the house 4 I L slab. 1 I O o try 1 Thicken footingg to 24"w 14"d x x 24"L O a under filled cell FI I under girder bearing. ----- �1---- � 1 Ilk,of • ° I Rear Patio/Slab to 6e flush with bottom or I -a _a 1 eliding door recess. 1 Slope 1/2" u NLL I I o _i —i '1 I of I I I FI I of I 1 32'-8" Al O 1 4" concrete l I slab with fibermesh OR H.B. 410/I WWM on 6 mil VlsgLjeen over 1 clean compacted I O termite treated fell I 7 1 FI 1 O �1 I (r I o I O ° I o 1 .B. I TERMITE TREATMENT REQUIRED 0 1 0 F I 0 0 1 O 1 O o-- of FI 4"0 Steel Ballard I 3* 1 ®filled w/ Concrete #1 r I O�1 I j F < I I vvN I U U a� W ii.- I 1 1 4to = v 1 v toE 1 1 1 I i I roo FI_ `! E� —J I E I 1 00 1 0 1 ��1f- CE va Nl " DI Z. o0 U i OL----"oo LU IL I En I ­bR— � r I� N—F-4 r I ® O t — — Recess for °� — — — — — o _F5 O — — _ OO O Garage Door , 00 00 o -2" NI2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand Carlton S anish Lakes S. Lucie County Florida 0 r FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x IC'0 COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"1) THICKEN SLAB EDGE WITH i #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a o'-O" Date Drawn Revisions Sheet GARAGE 4-12-I1 Comm # RIGHT Drawn by: C3 I .C.U. 12-27 Checked by: D.R.B. OF 5 File Copy ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener PMax resa6re Zone I 611 L" 8d ring shank 45 psf Zone 2 4" L" Sd ring shank I6 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a L" L" 48 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 #5 bara with min. 48 bar diametera overlap into beam. Tie filled cell steel Into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast - - -- lintel set in mortar Min. 8" Bearing - -'-,- -- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb ietmis into filled c 4" Pre -cast Sill Filled Cell Provide 45 bare with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5 nails 4t 4" o.c, Verify with Plan Concrete v 12 "x 12" Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" Lintel Column Block into wet beam and (22) IOd nails into truss Rebar Rebar 48 Bar Dia, Min. Overlap TRUSS BLOCKING,: DETAIL Column t0 Lintel A ttdCilment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 ASTM D 2 b BEAM SCHEDULE Mark Size and Descrl tion BI Two rows of beam continuous in each #5 90e bend bar block filled with concrete and I #5 bar row. Hook vert. bar over top bar with with a 10" min. lap at top bar. over type paper acked wire lath nailed to substrate through one layer of ASTM D TyPe 2 lelt paper using 8d nails. Substrata 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 911661.12 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ac sped 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 Additional Precast Lintel #5 bara ls�:i is ;;i '•;i :':� '.;,"?:1:.v CLEAR !_Intel Length Bar Length Clear Span I. i" A 13ars a BI" Bars '-6" 2,3 i i i i i i 2'-10" 2'-8" none 3'-6" 3'-4" 2'-2" 2A3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2.93 none #5 bars CLEAR ,.� ":�` 4'-6" 4'-4" 3'-2" 2,43 none ne Row oP "H" .>.::;; 5'-4" 5'-2" 4'-01, 2,#3 none Block Above ..�,' Precast Lintel L 5'-8" 4'-6" 2,44 none r Additional "'''''" if 6'-6" 6'-4" 5'-4" 2,44 none #5 bare 1'-6" 1'-0" 6'-2" 2 A5 none BFIL-IB/IT BFI6-I15/2T 8'-4" 1'-10" 1'-0" 2.#5 none NOTES: ALL reinforcing steel is grade 60. L min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" 3. standard for reinr. steel=A5TM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above """ Bottom Steel size Top Steel Size Max. Gravrtg Load (PLfe Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 8F8-OB/IT 1 #5 301,11 150 1024 L31 2'-L" 2'-8' 3'-I" 4'-0" 8F8-OB/IT I #5 25LI 1343 163 L45 4'-5" 5'-10" 8F8-OBAT I #5 1 1105 909 339 L50 5'-0" C-L" SIRS-OBAT I #5 1238 835 121 L60 V-8' T-L' 8F8-OBAT I #5 loll 121 534 L80 8'-O" T-4" 8F8-I13/2T I #5 2 #5 152 1 591 512 L90 T-O" 10'-6" BFS-6/2T 1 #5 2 45 443 1 530 401 L90B T-0" 10'-L" BFIL-0/2T ONE 1 #5 2 #5 1533 1 1183 401 LI00 10'-0" II'-4" 8P8-8/2T I #5 2 #5 582 1 494 452 LIOOB 10'-O" II'-4" SPIL-8/2T ONE I 45 1 2 #5 131.1. 1 1028 452 LI20 12'-0" 13'-4" BPS-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" I3'-4" 811"I6-0/2T ONE I #5 2 #5 10-i5 -1-10 324 LI40 14'-0" 15'-4" 81"I6-I19/2T ONE 1 #5 2 #5 1250 409 259 LILO I6'-0' I1'-4" 8F8-IB/2T I #5 2 #5 300 192 194 LILOB W-O" IY-4" 81`2I4-I13/2T ONE 1 #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails - ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip Edge it Fascia 12" 2" x 6" Sub-Fasci Kagcan full o vent vin I soffit installed using 1/8' dia shank x 15" long gaiv. fooling 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 bara Vert. tied_ — into lintels above tlucken edge to 8"x8" with concrete and 1 one 95 bar continuous \ BEYOND \ Top of rooter IL" below finished floor 12 4 1/2' thick stut attached to hi framing with no no leas than F horizontal wood into vertical w Aluminum Drip Edge It Fascia Pared Ca concrete b Poured Concrete concrete block u Concrete / Manufacture Flash and Counter flash Nail ledger to gable end truss with (2) IOd IS at each web on 3/6" hi -rib lath ntal and vertical wood r staples to provide 4" penetration into sing and 3/4" penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess, Step per foundation plan a Slope per foundation plan S \ aluminum Panel mas per manufacturer 5ee Tubcal Stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details t Stud Detail Stud w/ Dle Cast Zinc N78 Nickel Plated Wing Nut Flush Mounted Shutter Detail ntS Brace Gable end with 2" x 4" SYP #2 8rt back nailed to bottom of top chords using 12) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES > ® 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 (1) #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at 14" o.c. with R, Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. n Mortar to be Type "M" only proportioned_per FBC R601.1 and Mortar joints shall comply with FBC X401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" O.C.) supporting Max. into beam either wet set or in epoxy with 1810 lbs. u Ilft p ETA 20 (22) IOd nails into truss. Add truss lea her detail on blocking to tl,rA .6n,.t S N L90 L90 BI BI L60 �' BI O Sr; L90 BI N TI N I W L60 N d = I I— 1277 a t n'l W A) #nl =i 2" 73 AORE tA E N o�, 0N� Z � to I W a W I O I in B I BI L31 L ,,:. I o _ u) II -- -- --- E -- --� N cn LE Gulf Coast Su I and MFG 5 Crimp Metal roofin FL #11651.12 Q wood screws with self sealing w (type 2) 30 Ib felt underlayme aher at 12" o.c max s"cing over ASTM D t installed with min. 4 aide laps and 6" end le s fastened with corrosion re Istant tin ca s and with 1.25" rina shank nails eck to trusses using attachme t detai on thin sheet BI #IC IC so 12 tuimh _ dp hghi L-----� SLOPE 4 BI I I T u P T d 1 " 8 -O MAX. I with 2" x 1 ( T 5 S , 8rt back I TI of top she I L - - I I r -- I I I I 1 m I Bl L31 .t.' I I BI I BI I 1 I O BI L45 N � N � < BI N O W LSO on hurrica anchor ET a 2 eac trus to BI ro ( c.) uppo ting lax. .r 1810 bs. uplift II B I w L�O LO 19806 Brace Gable end 411 SYP #2 min. nailed to bottom irds using (2) IOd ails at each truss FIII cell with concrete and lU #5 Vert. (typicaU. O O j� 1 ppbar shallexceed wood 48" unle snothrwi a noted Base see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete alab with fibermesh OR L"xV #10/10 WWM L Visqueen - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET an mil over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T I�Il�l�i ,.���1=(III=1111=III =14111 111 \ FI F3 7�plcal Section at Front Porch SrAlp . 1/')" = II—n" HE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS _COMPANY PRIOR TO TRUSS CONSTRUCTION u. i n"_ u rViC fi t_4. IINrt/CI"IH 1 IVIN, ^"V/1 M LW I IN LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. PIP `or PANEL "A" Poles BR Load Wire Description circ# circtt Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp I 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw ttl0 40 gal. water HTR 5 L Range #6 12.0 kw 50 2 I 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 412 20 1 1 20 1.5kw #12 Microwave 15 IL Refrigerator #12 r1.2kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #1220 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepte #1220 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 912 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepte #12 20 1 1 20 IA kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 412 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 912 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 37 38 General Lighting #12 20 1 I E2O #12 Bathroom GFI 39 40 General Lighting #12 20 I spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General..Lighting ,(3 _watts, sq. Ft.) Small„A,ppliance. C1rcult(.$).......... _ . ...... Range ... ......... .................. ....................... Refrigerator . . . ........................ Microwave ................................................................. Dish Washer ................................................... 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 I 1,200 1,200 1 1,500 1,500 1 1,20 1,200 1 1,20© 5,000 4,500 1,80, 1.200 1 5,000 1 4,500 1 1,800 1 810 810 Total Watts 31.415 First 10000 Watts 9100% 1 10.000 10,000 Remainder 21,415 e40% 1 0 10.944 Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided b6 Voltage = Total Amps 129.03 Panel Size Required = 1550 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Egeball Recessed S3 Double Pole Switch ® L Pa Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waternterrproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-M-1 Carbon Monoxide Detector Flood Light Q Thermostat ® Electrical Panel ® Central Vac g I Electrical Meter �s Smoke Detector Ceiling Fan © Television Jack Telephone Jack nc'sc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ELI Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlg, 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. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected. L Recessed cans to be installed per NPPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refrigerant lines that are run thru slabs must be Sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg 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 liabilitg and property damage for the duration of the work. 16. 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 additio6al charge and shall include replacements or repair of any other phase of installation that mag have been damaged. H.B. Vent thru -SOTFIt-- PATIO/SLAB I I GrtR HAT Rgorl I I I Center Registers 169 CFM on ceiling fan 169 CFM IOXIOx-1 I OXIOXl DINING, ROOM 11= W I flf�A ' I !OX20 ri I, 23l2x xlM LJL' SECOND % 3Ix : BEDROOM 1 12xl2xe / i B/A d- COVERED PORCH �IEC�/4`NIC/4L _AYOJT 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary 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 utility and telephone company. 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 by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Orger Vents to be installed per FBC RM1502 163 CFM I0xIox6 MASTER BEDROOM IL3 CFM IOXIOx6 l 1- qLOSET d�X9A 22" x 54" Attic Access Lwith light _____- 8x4 34x4 � M BATO 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I --- Vent -tf ru_ Soffit eter A/C disc. #2/0 Aluminum feed AMP I i/s' Conduit PCS ANEL ff AHU 2"PVC (FPL 2' rigid service FPL to con4 PhebaWiin slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Exhaust Duct Thru Soffit - Wire For , Front Post Light PATIO/SLAB E_,=_ F_4N 0 (V Post Light with I Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall nstall oulet under disc. t shown for claritg SCALE: I/,4" = I'-0" Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit ,&-LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TPU55ES ARE TO BE SET AT 2.-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less & 30' to 60' Span A& 0 degrees Spreader Bar or less 1 2 T g Line sPon approx. REFER TO BCSI Truss must be set this way if crane used. Truss is on example. your brass may not match. nsist crane operator sets truss this way. Irag Approx 2/3 to---,, Line 1/2 of Span REFER TO BCSI iss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AIF2 HAN�I-1F=F= NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER AIC REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER - -- — Carrying Girder - For Truss to Truss Connections see hanger/connector 'rNailsmustbeas de tabs o schedule in engineeringenails.package. SEAT PLATES BY CHAMBERS IN INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F--- 8-1" M upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 4.00 F 12 io 12 2.00 8-1� upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A �l ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH �► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT FABRICATION AGREEMENT hOT elI6aE8 CANNSESTARUNM Inge AOIMI IIBrrri tawrem a The bpd delear"err dthe Pop**where the a a"Ift" l a Yrtalad k . RenmrrED 7:. Trance we be fral In Whitt 80cmdence idtldlh ea riots+ far deYmtdrrg.srfooael LAN drrttartelar" ti Oia mYerR twe been vertk A. Udeie rrrNtert no/ca Y proVlded by oertlta days• d tfslVety fh° tadaalpnad w>.. the no all wow notice Y hlotld"d chsntbare Thw b burl Make re A*Oc, or b abdRlja oetetita 4 undersigned nder b did, rimy. Chernbera 7 hee a» wb wtlrplg0o ' etk bca■ pY�K r omm Y/ ut. IN faWlrallorl dths btnaes. d by IM t■tdera�"d, d in b Clumbete rrtaa rdlltit Oen {fpl bade< wm be .a.,,t II tars tine (3) b4hal days As war imb dee+atr• CharMen rn"a wa ee reapatdMe for 9tirp da1y e�h TM biryer b reaporaYN fur eddllorW ifalvarMIND 14y at�ertase rl%tarrlbera Than I"a b 0tlyot Y reaponsmla b Chambers T'nas or tmrysr Y not Prepared far delvay of tnaaee 0. Pike w aMwt h peralpsph 7 beBw mots due b 9 roridltlora, bYi.layliot A Z per her fse fareNderts ead!«t b galgs f eaY ritatpn a" made k 7: ThY b a PURCHASE ol'tDFR b "'�ba by Chambss TnIeL - ' ip�asn+aR a reaseriaWe Pdoe. kivokw wfl be mods onTrws d as am apemd p, or jr rA en ddwry. Imdm M be ends d sti"drrYd dote y Ir arwP ' ' barrrt■ d ^�' delvay d UMCO d Itwma. ,he taderaa"d aQvs« b .rpaa®' w or"dil itwiIH wawa bs eddedamns rwt made. 14J2 %par trwYh amvJp - 4 Soot ■e or hill snytVl"re on Me ■hod bertalhdea Wesnleri b e1 term herein, - III mrWdmmrtlam of Chepbere Tim ederidina � *W era mgto d ate �r Y 9aasnYes WiMerlt when due d e, end ■i kdabY&teas owed b Chambers Tnm by.a+y Way mc!'I a material and S" urgarclVAd acmes to auch Indebtedness keudbrp sttorr"ys foeq a debmh In payma reap we d for rr"tald lb math the 14, b the etmrt d all Egoqon oonotrNr9 sit Pon'" artt, da terns eaddred h a amda or be SeYrt Comb, f9o�ildi Ot4 parses aaee till the al Vora" far Wry ulh acti wall 1 neporWMeeare perMNeaaW SardW Ard R*a bmttandedQddairs On = UUMPle ply trusses must be fastened together par englillso'Ing Before they are set; failure to do so can result -In roof collapse. Temporary and permanent bracing are required and can ase life 'and property and 1s the nisponslblgly of the truss erector. -Study the contents ooti the Information t Included on delivery TAummustbeaccordbracedpwdeslpnbpaeentkftLda mgo. Tmu" trlust be set plumb and squara Do tiot'raet bunks or stack of plywood, waft materUt or any ,'olhai caliteent ated loads on trusses, this can cruse colapse" DO -NOT SET TRUSSES USING THIS LA-yOUT USE LAYOUT DUNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC J -A A 3105 Oleander Avenue Fort-Pleree, FloMda 349824423 800.551-5932 Fort Pismo 772.465 2012 Fax M 4"4711 Vero Beach M-5419-2012 Stuart Tn,.n6.3302 ' The Architect's or Architect's representative's sh.QBJIZI iT2 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 res a five locations. Approved By: 61��7 Date: Braden & Braden A.I.A. P.A. 920/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake o r ® J_ Loading in PSF Roof R.D.L. 0 Top Chord Live 20 c o, Top Chord Dead 7 4.2 rl E o Bottom Chord Live I 10 Non -Concurrent ® Bottom Chord Dead 10 3 of `it TOTAL Load 37 7.2 o Duration Factor 1.25 co Wind Speed 165mph r Top Chord C.B. Sheeting by builder. w 2 Bottom Chord C.B. Sheeting by builder. 3 Highest Mean Height 14'-0w v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W r� v 3a' GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT ....,.�.—r.wu an IIIwau 1-lim t..ts.=f"unuc= Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:XIC Date: 04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE L `� M 11323