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HomeMy WebLinkAboutApproved PlansFile Copy MAY ; PER'.'.JIITTING St. Lucie Gounty, FL Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 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 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 OONMI ED FASTENERS OR A7ACHMENTi 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" ARETHERESRONSIBILRYOFTHE 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 CONTRACTOR OFRWORD 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" field. Attach deck to trusses using attachment detail on this sheet o in TERMITE TREATMENT REQUIRED I2 12 ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE 4 SLOPE SLOPE 4 WITH REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 2„ 5/8" thick light textured stucco on tgplcal concrete block construction 2„ or \ 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 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 Ib 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 12" 5/8" thick x 8"W cut F.H. coral finished stucco bands ;3 3 5/8" thick light textured stucco on tgplcal concrete block construction RIGHT ELEVATION Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"lu cut coral finished stucco bands ` ELEVATION NOTES: 5/8" thick light textured stucco on tgplcal concrete block construction REAR ELEVATION - Overhangs at 1'0" unless otherwise noted on Roof Plan - Roof pitch at 4.12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 SCALE: 1/4" = F-O" Z 5/8" thick x 8% cut coral finished stucco bands = Finished Floor Finish Columns with okow 5/8" thick cut coral finished stucco bands THESE PLANS AND ALL PROPOSED WO�X ARE SUBJECT TO ANY CORRECTIONS REQUIRED SY HELD INSPECTORS THAT - MAY B i NEGES9ARYIi�QRDER TO COMP4YTwrri P,LI P(ICA�, OQES. -0" = Finished Floor \ Finish Columns with 5/8" thick cut coral finished stucco bandalr*po -a35 +: T_1 CIw r- zTNTV BUTT AT%r.1DMS3ON RP-VJFAi c O FO OMPLIAI�CE ]<EVIETV it DALyuwl DATE SCALE: 1/4" = F-O" PLANS AND PERMIT MUST RE KEPT ONJOL OR NO 1NSPUTION AVILL BZ N".ADE. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 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 5/8" thick light textured stucco on tgplcal concrete block construction FRONT ELEVATiON 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 Plgwood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 11011101 03 SCALE: 1/4" = 1'-0" a 5/8" thick x 8"w cut coral finished stucco bands -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 I/2" drywall ceiling on truss bottom cord 2" x 4" top plate 1/2" drywall on 2" x 4" studs at 16" ox, base -board ------ \ I 1I / 2 x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partition nts 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: 165 mph ultimate Mean Roof Height: ll'—O" Roof Pitch: 4:12 Internal Pressure C� icient: ±0_I8 Subjectabditg to damage from: Weathering: Negligible Termites:Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: 169 mph ultimate Wind Exposure Classification: C Adjustment facto- for Exposure Height: 1.21 x 0.4 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6OL+0.613L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 Of Components t Cladding Wall End Zone Width. Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3psf Shear Walls Considered For Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -45 oaf FLOOR DEAD LOAD: 10 esf JOB ADDRESS: ` I %ia ITCH ® = Roof Zone I Walls Zone 4 ES = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 File Copy FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" RASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work_ Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. (won bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have sllabab (3/8"t so ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2%° 2% 5_ ALL Concrete used for ALL Concrete used for shall be 3,000 P.S.I. Drywall at ceilings shall slabs shall be min. 2,500 PSI concrete. vertical filled cells, Cont. tie beams etc.. to concrete and/or 4,000 P.S.I. grout mix be leveled and attached to bottom chord 13/Telo r2�," 1_ of trusses with screws per FBC R102.3.5. ALL wood in contact with concrete shall be pressure treated. ° 8. ALL Wall dimensions are nominal and not flnished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2y, 2y," handicap accessibility requirements. i/2" 12. Lowest finished floor to be set by Governing Building Department L„r;1 surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.L 14, Door between garage and residence shall be 1-3/4"t 20 min, rated door w.H. = Water Heater 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6" P.T. Buck to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x nailed block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R314 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 C`T60, C1002, C10471,C1177, C1178, C1218, C1395, or C13% and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of dr wall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness 13ga 13/BOIRong with 19/64" head Ceiling Perpendicular 24" 1" 121, 0.098" diameter x 1 114" long annular -ringed or Sidcooler nail �2 OR Walls Either 141. 8' dia. xx 1 5/8" long with Direction 15/64" head 10.080" OR Ggpsum hoard nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or Id cooler nail BOR 0.092" dia. xx 1 1/8" long with Walls Either 16" a. 16" Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/(4" head. Install SGD 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 head per product approval Masonry Beam AREA CALCULATIONS Living A/C = 1446 sq. ft. 2" Front Porch = 141 sq. ft. I2. Rear Porch = 200 sq. ft. Garage = 321 sq. f t. Total Under Roof= 2108 sq, ft. 2" VTR JAL I I I 21' VTR Master Bath 2 Lev.' I 2^ Lev, I 4' 1 2" VTR 3. JIL I I 2' 3" Sher. 1 Kit. Sink I I Kitchen 2 I Lev. 1 3" W.C. Bath 42 Sher. 3" C.O. To septic FLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door Use 3/14" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max ry Masonry Wall thereafter at sill per product a royal 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 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 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 #11651.12 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 1)(type 2) 30 lb felt underlayment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field, Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal with c(10) IOd x la l/each " nai suss 12 ( 24" o.c.) supporting Max. 4 181011ba. uplift i Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installer using 1/8" dia shank x 1.5" long gaily. roofing nails with 3/8" din. head per product approval - see chart sheet ill 5/8" thick light textured stucco on typical concrete _11"block construction RR 45 bar vert. w/ 30" overlap — at each filled cell Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) R-30 blown fiberglass 1n bottom chord of trusses -1/2" drywall anth smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each raw. Substitute precast linyyel filled with concrete and 11) #S bar cont. For bottom row over openings 1/2" drgwall over I" x furringg strips at, 16 o.c. with R4.1 f`rfal insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type M" onlg proportioned per FBC R601.1 and Mortar Jonta shall comply with FBC R601.2.1_ Provide Our-O-Rock at all wet areas (e)c showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical -Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes For spacing at openings 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated Fill 14" x 14" Concrete footing with (2) 1FS bars Cont. and #5 traneversee bars at 48" o.c. Sill Sliding Door Detail At Masonry Wall NTS gpical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5%s"x 5'-3 %8" 54%"x 63W, Single Hung ZONE 4 2, C-2 %8"x 5'-3 %" 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21'/a"x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2/8" 54%s"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum Windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet i ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rou h opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 /," .r K .'t- Sliding Glass Door ZONE 4 D 2'-0" X 6'-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 4'- 8' x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-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 a 'V 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 .lambs and 20" ox. max. Exterior face at head and sill per product approval Of wall —\ / \ Buck to be I" x 4" PT Detail at Windows 1"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 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 Aries #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and n io t. ail A t_ n nnr prior to door attachment NTS TYFICOAL SECTION Scale : 1/2" = I'—O" NO 34'-O" File 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/ L MIL, VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L 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 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 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 is. 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 I�. FOLAD/4710N �=L�4N 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 #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, it 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 WITH 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. 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 95 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from (o'-O" to 91-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 40, meeting ASTM A-Ib and A-35 Specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ Thicken edge to 8"x8" So,, overlap SEE TYPICAL with concrete and at each filled cell ,SECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 14% x 14"d concrete monolithic footing with (2) 95 bars tort. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan DETAIL AT 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished (2) #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = 1'-0" Verify house slab height in field 30"x30"xl6" concrete column footing wlt� (4) 45 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" GRADE SCALE: 114" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. US bar in curb \ SCALE 1/2" = 1'-0" TYPICAL CTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill -),� a F i= Agt-\ I'' 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. ARAGE CURB DETAIL SCALE 1/2" = I'- 2" x 4" PT wood secured with \ 3/8"dia. x L" 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 �TcJ IN PERMIT INFO BOX ON SHEET Ill. 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 With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS cc v 20'-0" V< R i< wnctaw Luluillfi UIVUR Iili6U with concrete and (2) #1 bars vert. tied into lintels above 14'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"111 X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x It"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH i #5 BAR CONTINUOUS 8 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Provide 45 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel Into continuous beam block steel. n Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. File COPY Simpson I-IETA 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.nto PP g aX. (22) beam either IOd nails wet set or in into truss. Add epoxy with blockingg to 1810 lbs. uplift ETA 20 truss leg per detail on this aheet 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 PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide Cast -Crete BUS-OS/OT precast - lintel set in mortar \ Min. e" Bearing - Provide PT Buck attached per jamb stalls Into filled c 4" Pre -cast Sill \ Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. Ke Area Edge Field Fastener Fressur 2.41- Zone I C C Sd ring shank 45 psf I Zone 2 " " _ Concrete FootingMa CoAcr.t.r Anchors Space f{ 6 8d ring shank 16 psf : i - _ 4 (see footer scheule Pouredete Concrete ock orwall ufacturers S Zone 3 41, '4" Sd ring shank 84 psf for exact sizes) N ** Zone 3a L" C 48 wood screw 112.5 psf DETAIL AT WINDOW OPENING IN ** Use nails or screws based on pres§ure for roof stated Scale: 1/2" = I'-O" in permit info box on these plans ?or zone 3 CBS WALL Aluminum sizes per manufacturer anel P s v i• ] VN See Tµpical Stud Detail I I SINGLE PLY REAR GIRDER TRUSS 7/8" x 3/32" Wing Nut w/ I v appropnate washer and spacing I o u per manutacturer'e Details Nod 2" x 4" bloekineq to vert. leg of P si.r truss with IOd x 1.5 nails at 4" o.c. m oa," Verify with Plan r Install Simpson MGT into wall using 4 m Concrete 12 "x 12" N 5/8" dia. threaded rod set min. 12" v / Lintel Column Block \ into wet beam and (22) IOd nails into truss M Column � debar Rebar 148 Bar Dia. Min. Overlap to Lintel i4ttachment NTS TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 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 Tyype 2 felt paper using 8d nails. Subatrate to be 19/32' CDX Plywood nailed at L" o.c. In field and edges with 10d ring shank nails into studs. 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 underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.26" 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 r':ry ;•>r.: +'', �'' CLEAR Lintel Length Bar Length Clear Span „ Biors B Bars none 2,#3 3'-C 3'-4" 2'-2" none 2,93 8F8-OB/IT era-IBAT BF8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none — #5 bars CLEAR 3'-2" 2,3(3 none ::,?One Raw of ;Z Block Above ;e:;,�;'•:%'.;, 5'-4° 5'-2" 4'-O" 2,13 none none r ':.; ,,+;' 7 Precast Lintel is 1 6 5'-4" 2,44 none . Additional i t----#5 bars �__� �'-6" �'-O" 6'-2" _ 2:�c none 8FIL-IBAT 8FIL-IB/2T 8'-4" 1'-10" 7-0" 2--o none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel Is glade LO 3. standard for rein(. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above " a L22 X-2" 3'-V BF8-OB/IT L31 X-L" 4'-O" BF8-OBAT L45 4'-5" V-10" 8F8-OB/IT L50 W-O" L' -L" 8F8-OB/IT LLO 6'-8. T-V BF8-OBAT L80 e'-0" T-40 8F8-I5/2T L90 T-O" 10'-6" 8F8-IB/2T L90B 9'-O" 10'-L" 8FI4-IB/2T ONE 1-I00 10'-O" II'-4" SPS-IB/2T LIOOB 10'-O" II'-4° 8FIL-IB/2T ONE LI20 12'-0" I3'-4" 8F8-IB/2T L120B 12'-0" 13'-4" 8FI6-6/2T ONE LI40 14'-0" I5'-4" 8FIL-6/2T ONE LILO W-O" IT-4" 8F8-IB/2T LILOB I IL'-0° I IT-4" I 8FIL-IS/2T ONE - ALL LINTELS SHALL BE MADE BY i - LINTELS SHALL BE FILLED SOLID W - REFER TO CAST-CRETE CATALOC LINTEL CONSTRUCTION, HANDLING I REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE T( Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. 181OIbs. uplift Aluminum Drip _ Edge t Fascia 12" 2" x L" Sub-F Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) 41 bars vert, tied_ � into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IL" below Finished floor _ 12 4 1/2" thick stucco on attached to hanwnti framing with nails or no less than 1-3/4" horizontal wood framr into vertical wood fir Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web hl-rib lath vertical wood s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan777771.1., w I —mot I I I I I IBrS" I Stud Detail Poured Concrete or I aTs concrete block wall \ I Stud w/ Die Cast Zinc \1 n Nickel Plated Wing Nut Concrete Anchors Per 1. Manufacturers Specs Flush Mounted Shutter Detail nts W ood Base llllllll lilililillllii llllllllll"11111� Iiii_ if If F3 Topical S�ctlon Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEER4_--I) WOOD TRUSSES 61 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 cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at 14" o.c. with R, fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes, bo Mortar to be Type "M" onl4 proportioned per FBC R601.1 and Mortar joints shall comply with FBC R0401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) C F in ] X L � r O � of C4 +.+ 4J 4� `o`= H Q a � a T _ a) N U to d O E _ fn 03 V v N L r N L90 BI L90 BI LLO BI Ir O I ro 1;a L90 BI BI Z. V Z L60 I W t I ~ 12 L BILLI I N 2" n U I I f— BI _a° C I I I E S OPE _ I LU cV LU1 o to z � I N � W ILI O I I N IL d I B I L31 r` W L B al JJ _ _ — _ — Gulf Coast Suppl-4 and MFG 5 0 CrinID Metal roaring FL #11651.12 woo(Tscrews wlth self sealing wi sher at 12" o.c_ max spacing over ASTM D It 2) 30 Ib felt underlayme t installed with min. 4' aide laps and 6" end la . fastened with corrosion re istant tin ca s and with 1,25" rin shank nails eck to trusses using attachme it detail -on this sheet r I Q tilt eeeu with fight -----� SLOPE 4 BI I I U upp I T( P T TS I 8'-O" MAX. I with 2" x eft back T S of top the I I TI I I n I I z L I p I 1 I I I BI L31 I I ro I I I BI I BI I I I I 1 O BI L45 N W 1 cv o Q B I 0 Q W L5o on hurrlca ant ET r a 2 eat trus ty (3 N BI o F m ° ( .c.) uppo ting ax. <r 1810 lbs. u lif i gl BI BI LThO LO L90B LO FIII cell with concrete and R O O F F L j� IN(D #5 liar vert. (typicaD. f-� Brace Gable end 4" SYP #2 min. nailed to bottom rds using (2) IOd ails at each truss Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — 4" concrete slab with flbermesh OR ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET CxL" #10/10 WWM on 6 and Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE — ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION, -IIIIIIII ,,IIII= — ALL TRUSS TO TRUSS CONNECTIONS BY 1� TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Porci — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale . 1/2" = 1'—n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION File Copy PANEL "A„ Poles BR Load Wire Description arc# arc# Description Wire "ad BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 2 30 4.5 kw #10 40 gal. water HTR Range U. 12.0 kw 50 2 1 20 1.8 kw #12 Pump Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 T54 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Recepts #12 20 1 I 20 1.5 kw #12 Kltchen S.A.C. Recepts#12 - 20 1 1 20 1.2 kw #12 Clothes Washer Recepts #12 -20 1 1 20 0.81 kw #12 Garage Door Opener Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts 412 20 1 1 20 1.92 kw #12 YI 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 - 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1E 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 Spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General_ .Lighting .(3, .watts sq... ft.) . .. ... _ .. _ .. .... . S.mall. Appliance, Circuit(s)... . .... .. ........ ........ Range .... .................. .................. ............. Refrigerator, .. _ Microwave.................................................... . . Dish Washer . .,... ........................................ ...... ... .... Clothes..Washer............................................... Clothes..Dryer................................................ Water. _Heater Water, .Pump ................................................... Garage. Door Opener ........................ I ............... 1135 3 5,205 2 L500 3,000 1 12,000 1,200 500 1,200 1,200 5.000 12,000 1 1,200 1 1.500 1 1,200 1 1,200 1 5,000 1 4,500 1,800 810 4,500 1 1,800 1 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 ®40% 1 O 10,964 Electric Heat or A/C 10.000 945% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed P6 Push Button Switch �AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Waterproof ground fault circuit ra Light with Pull Chain (attic) Computer Connectiot Jack Flood Light ® Floor Duplex Outlet © Fc-m-1 Carbon Monoxide Detector TO Thermostat m Electrical Panel © I Central Vac E�li Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack AC c A/C Disconnect 2 x 4 Florescent Light ® I x 4 Florescent Light ® SPKR Speaker Hook -Up ❑I Intercom F� = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 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. 4. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in FVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, tes�ing, 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 yeas from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed Without additiorval charge and shall include replacements or repair of any other phase of installation that may have been damaged. H.B.- ---Vent thru Sofflt ___ MECHANIC ^ L _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 by 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 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_tlsru- Soffit A/C disc. 150 #2/0 Aluminum feed AMP 1 '/2' Conduit PANEL 2" PVC ( FPL 2" #L cope wire cunt. �e�ar in 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 PATIO/SLAB ,hovered Porch`, / 1 1 / I / I WP GFCI MASTER BEDROOM V v v I � � I / GR I AT Smoke / Carbon- 00 M Monoxide Detector Combo I \. I S M I c� I� I II�'LPSET N I► I DINING -50 III GFCI ROOM r---T H IGFCI GFCI \`I I KITCHEN\N i Smok€ / CxLb411 - J Monoxide Detector ° CI Hines S Combo 3'-2" 3'-2" 24" H.B. M Tip �\\I®' - SO M / c Exhaust Duct F \ GFc Thru Soffit Fcl MEIN -- - - - -- -Ax I� i A2"h GFCI i r w / enter > / BEDROOD� / L_Attic Access Wlit S-SCOND � / 14 Optional P 15510 Amp / V S ® panel location I / Panel Pull chain lint in attic / 42"h GFCI GARAGE B /\ \ Garage Door I Opener Wire Fori----------------- Front Post Light WF GFCI I I I I I I I I �QVERED / \ PORCIt' n ELECTRICAL PLAN 6'-3" IL nlzx�Post Light with I Photo cell N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install oulet �� under disc. 0 not shown for clarity d A/C eter SCALE: 1/4" = I'-O" Attic Venting Calculations FBC 230q.� Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.1� sq. ft. required Provide A Continuous Vented Soffit A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2•-0; ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A& IF MULTIPLE PLY. AL DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. s CONSULT BCSI 30' Span or less 30' to 60" Span o degrees Spree er Bar or less 1/2 ail �._Approx 2/3 to T g Line Span aPP Line 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Truss Is an example, your truss may not match. This is an example• truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AIFR HANDLER NOTE 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. U REPRESENTS A HANGER a ---- - ---- — __GarryingGirder._ For Truss to Truss Connections see hanger/connectorThe as de tabs i schedule in engineeringe nails. package. SEAT PLATES BY CHAMBERS W, INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 r—. upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F­__ 12 2.00 8Y upset=1/4" heel=315/16" PLUMB CUT END 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 L �l Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers w GARAGE LEFT ENGTH --------------------- FABRICATION AGREEMENT* •'TRIISSEB CANNOT BE STARTED UNTIL THIS AGRE)EMENT IS SIGNED & RETURNED ,'fie legal description of the propertywhero the trusses Will be Installed Iw P. o upderslgnad adusnNedges and agrees: .• 9t Tnmaea will'be coeds In strict accordance with this Was placement diagram layout, . viiddh is She sole authority for dotertnlning sttxesshd fabrication of the trusses. . Aq dlmenslona In this layout have been verMea by the undersigned. • •.S.,Unleh(s wrlken notice le provided by certified map fo Chambers Truss within ten (10) deye of delvery Ohs tandenlgned agrees that no badcdhorges, will be armored. In the event such wrritaih notice Is fumhhed Chambers Trues shale have three (3) Du a days N vmleh to, ,In repaire required. w fo substiMe other trusses, at Chambers OptlSh. 4�Ths underelpnad pckhowdedpa receipt of -BCSI 1-W summary sheet by TPI & WTCA. bervaY Is to Job eke. k b gha buyer'e'roeponafbrlry to make she Job site suitable for d.11ll�ery. Chambere Truss has life cols eulhorky to delermine Ne sukablflly of Iha Job site on" pdyen of the Job eke ford "'y. Chamber Truss uric be responsible for dump delivery only. Tha.6'uyer Is roepcnaible iw addltlonsl delWory expenses If Chambers Truss has to redeliver IMrabee Job eke Is not prepared for delivery w buyer Is not prepared for delivery of busses. 8ujlsis rssponelb1, to Chambers Tnrss fw towing coati due fo site conditions. ;tilt Pda n shown 4h perepreph 7 below le eubJact fo change H arty changes ere, made In thts,I,ai A 560 Per howfee for revisions may be charged by Chambers 7nres. ' •.iuj is Is a PURCHASE ORDER to Chsmbers,Trssa M the $ um agreed to, or V nq:. 'ogre ent a reasonable price. Invoke wa be made on delivery and paid within terms of hat oWdovery. Invoice may be made at scheduled date bf delivery If buyer cannot accept 41AJh1ery'of fabricated trusses. The undersigned agrees to pay Chambers -Trues reasonable ekomay's fee for colledbns In event of payment not limey made. 1.112 per month service chhrgi will be added for all sums not paid within terms. - . a. Signature or Initials anywhere on this sheet constitutes agreement to all taterial tor is herek. :ned unto n tonskeretion of �nteeBehambe payment wheTruss n due any dit lor this and all Indebtadnwas owed to . Chembers snyTruss p t Yr^ ��hembers Truss by any entky receiving materiel and the undersigned agrees to pay such Indebtedness Induding ekpmays fees, If default In payment for material be made by the redPl In . In the event M arty Iltlgation corhamkhp this agreement, the Name Nmlihed hereunder �r payments referred to hereln, the parties agree that the sole venue for arty such action will beaafnt Aside County, Florift )U :Deslgn responsibilities are per -National Standard And Recommended Guidelines On RaspondblIWes For Construction Using Metal Plate Connected Wood.Trusees y1NSVTPVwTCA 4 -2D02- :DATED • • ._.�►. . -z,j6t •.. - ltlple ply trusses must be fastened together per engineering i ;$store they are set, failure to do so can result -In roof collapse. `" era and permanent bracing are required and can save life ��AIP ry ,. !q_sand properly and Is the responslbfllty of the truss erector. ' S�J:> lldy the contents of the Infonmatlon packet Included on delivery S,r!• before setting trusses. N: u'?P+T3TfuesBa yyatstbeaetand bter.'ed perdeslgn tD ptelref>tlrlllay8 damage. Trusses must be set plumb and square Do notbst bunks or stack of plywood, roofing material or any Other cdilcentrated loads on busses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT --USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC c.r... I 3105 Oleander Avenue Fort Plerce; Florida 34982-6423 800-551-5932 - 14,­ n Vtaroeech 7T2 B88-2012 Stuart • T72-2863302 .: ;' Wale Site! CHAMBERSTRUSS.COM The Architect's or Architect's representative's —shop d-ri_Wh g approval is NOT a ------ - . "double check" of the contractor. The contractor shell remain rosponsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re active locations. Approved By: 5 1- Date: Braden & Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 — Loading in PSF Roof R.D.L. Top Chord Live 20 C,Io Top Chord Dead 7 4.2 o Bottom Chord Live 10 Non -Concurrent o `I c Bottom Chord Dead 10 3 TOTAL Load 37 7.2 o Duration Factor 1.25 B :1. Wind Speed 165mph N Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L =Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. .4 Design Criteria is the responsibility of the W F- Q GARAGE RIGHT � 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: 1C l%/,J— Date:04/24/12 Revised:10107/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7 g137 M 11323 -7