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HomeMy WebLinkAboutBuilding Plans5/8" thick x 6" smooth finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 4" 5/8" thick light textured i stucco 'on typical concrete block construction _.1— — _ _ — — — _ _ — —. — — — — — — — — — — — — — — — — — — i EFT ELE V/ 471ON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 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 Ib felt underlayment installed with min. 4' aide laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced L" o.c, at all laps and two staggered rows 12 o.c. in field. Attach dpeck to trusses usino attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 4" enc laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail sppace L" o.c. at all laps and two staggered rows 12" o.c. in field. Attac dec tc trusses using attachment detail on this sheet 12 SLOPE 14 � — — — — — — — — — — — — — — — — _ _ — — —�, 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION ELEVATION NOTES: - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at a4:12 unless otherwise noted - Ain 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 .I I 5/8" thick x 6" smooth finished stucco bands i A i(D --- — -- 401 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model Y Manufacturer Glass Attachment method Exsiration p Date Design Pressure of Approved Tests 1,2,3 44 FLU 23358.2 Single Hung SH 4100 Impact CGI 5/16" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 55.O/-".0 par - A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IG'-O" max height DAB M I la to cpKretl blackN filled <o ML o e5 pr ~%. asmg 3/r . a• Hat HLC aWw an<ha e e e• o.c. h 1.2 die. eeeh / aK Ted • detance. Inetail tact t< b ck m s/14" . i t/r im`krew ie$ ocean w each bracket maa-c' sn d 1.5" �dee dutence - 4G to army edM a to product approves rwMe 1/14 t <n railer Adt. 10-9-21 +50.0/-40.0 psf B FL# 1404.1 Fiberglass Desi nPro/ Smooth Pro Jaid-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and n.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 29018.2 Slidin Glass g Door Series 4130A SGD CGI 1,,nom Type "GSA" 1/4" dia. tapcons w/ own. 1 3/8' penetration to be spaced per product approval. Contractor shell adhere to min. 2 1/2 edge distances specified in Product approval ± 55.0/-65.0 of p Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST ion e Daf' Design Pressure of Approved Tests Mullions 18-0129,08 1" x 3" x 1/8"t CGI Install using (4) 1/4" tapcon with min. 1.5" embeddment at each clip to wall connection as shown in product approval + 40.0 PSF Roof FLU 11651.12 5Y Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using tt9 x 1.5" wo screws with wit sealing washer at 12" o.c. max sl:ecing over ASTM D hype 2> 30 lb felt underlayment metalled with min. 4 side lops and L" and Zaps restened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4' o.c. at all laps and two #to gered rows 12" o.c. in field. Attach deck to trusses using attachment dotal on roof pion - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install using 2" x 2' battens at L' o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit t0-12' dia. x 1.5' Iona rina shank nais with 3/8" dia,o battens using +55.0/-35.0 PSF Hurricane Panels Ll have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 24" 5/8" thick x 6" smoothcc:: finished stucco bands 2" x 4" top plate 11 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2( ga. 5v crimp metal roofing attached to plywood deck using #q 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 wtfi min. 4' side laps and 4" 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 detal on this sheet 12 SLOPE 4 ® ❑ ❑ to Ffl �, ®® -- — ----- ---- L7D 7 5/8" thick light textured stucco on typical concrete Return back to Stucco banding front door wall block construction as shown FRONT ELEVATION base -board —2" x 4 P.T. bottom plate s 4" concrete slab with flbermesh OR L"xV #10/10 WWM on L and Visqueen over clean compacted termite treated rill Interior Non-Bearinq Partition nts Braden it Braden AIA, PA WrInne Building_ Corp. Architects - Planners ( 411 5.E. Coconut Avenue The of t a g Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Spanish Lakes Count Lucie Stuart. FL 34994 #AAC000032 St. y Florida SCALE: 1/4" = 1'-0" NA# . A Pa lift be 4 iuuc d /8" thick x 6" smooth finished stucco bands 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 Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: Roof Pitch:412 Internal Pressure Coefficient: ±O_le SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C � �a ii�°PITON Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.(.WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 per Roof Zone: 2. +20.L/-51.0 par Roof Zone: B. +20.L/-84.0 pat Components_A Cladding Wall End Zone Width: 3'-4" Components A Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 par ED = Roof Zone I Wall Zone: 5. +35.8/-41.8 par Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes rt =Roof Zone 2 Continuous Load Path Provided? Walls Zone 5 Are Components an Cladding Detal s Provided? Yea END ZONE Minimum Sal Bearing Pressure:22,500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 per ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 par FLOOR DEAD LOAD: 10 of JOB ,ADDRESS: � Date Drawn Revisions wasUPT Sheet Comm 1-10-20 'URQ 1 GARAGE Drawn by: - _ jil H►ED F 3 j 1 `� — 2 21 RIGHT I . C.C.U. CODE COMPLIANCE ` E3 Checked by: ST. CIE COUNTY OF 5 'FLOOR FLL4N TYPICAL NOTES: SCALE 1/4" = 1'-0" 1, Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. 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 L Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. -1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. q. 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 handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater IS. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.I IL Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic Insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened mails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C-1`i, C415, C514, C630, C931 l C40, C1002, C1041,CI171, C1118, 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 fo' installation of drywall Into Maximum wood framing mempers Nails Screws 2" x min. thickness Ceiling Perpendicular 24" T, 12" 13ga 1 3/8" l g (pith 19/44" head OR 0.098" diameter - 1 1/4" long annular -ringed or 5d cooler nail Wa{is Either 141, 8' IL" 0.080" dia. xx 1 5/8" long with Direction 15/0" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" log with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 8 0.092 dia, xR 1 1/8" long with walls Either 14" g" 14" Direction I/4" head OR Ggpsum board nail 0.0915' die. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/14" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" 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 al�prc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.(., A108.1, A118.1, A118.3, A134.1 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 wail the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31L 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 underlagment installed with min. 4' side laps and L" and laps fnstened 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 detal on this sheet \ Simpson HETA 20 or equal hurn:cane anchor at each truss 12 with (10) IOd x 1 I/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 1810lbs. uplift (shop drawings by manufacturer) Aluminum Drip `-0 R-30 blown fiberglass Edge t Fascia V-1/2' in bottom chord of trusses drywall with textured finish 2" x L" Sub -Fascia Two rows or beam block filled with concrete and (1) #5 bar cont, in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (1) 45 bar Cont. for bottom row over openings - -F-- u«rig 1/8" die shank x 15" long gsly. roof mg nods uxth 3/e" die. head per product approval -see chart sheet #I - I- 1/2" drywall over I" x furring R4.1 strips at 16" o.c. with fl-foil insulation on typical 8" Block walls FBC R102.3.1 5/8" thick fight textured = All drywall to be installed per stucco on typical concrete T and shall meet all pertaining ASTM codes. Mortar to be Type M" onlgg proportioned per FBC RLOI.I block construction \ and Mortar Jonts shall compiy with FBC R601.2.1. #5 bar vert. w/ 30" overlap b i' Fill cell with concrete and at each filled cell (D #5 bar vert. ftypical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Visqueen over clean compacted termite treated fill Grade -s-. Masonry Beam C Head fixed door sliding door AREA CALCULATIONS Living A/C = 1,304 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garalae = 303 sq, ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = 1" AAV �I` To Septic 2" I KTICHEN Z" VTR 2" I I 2"JJ MASTER BATH 2" 3" - 2" VTR 3" yL 2 5T-1 310 2" I wm-i - LAUNDRY PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Bottom Track ��Tgpical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding D Oor D e t a i l I penetration at L" ." max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS ,Window Schedule MarkI Size Rough O en. Window Descri t{on PRESSURE ZONE I. 4'-5/e"x 4'-2%" 54%"x 50'/s" Single Hung ZONE 4 2, C-2%'x V-3 %' 15' x 63 %," Single Hung ZONE 4 3. 2'-2/2" x 3'-2 Ys" 21 iz"x 38 is" Single ' Hung ZONE 4 4. 3'-1 Yak 4'-2 `vs" 38id'x SOV" 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 Opening Door Description PRESSURE ZONE A 10'-0" X 1'-0" 120' x 84' Overhead Garage Door ZONE 5 B 3'-0' X V-8" 41'/;'x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x BI All of ro, `„,`°" Sliding Glass Door ZONE 4 D 2'-8" X C-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 32" x 81 %' E 2'-8" X C-8" Solid Core - Wood - 6-Panel F 2'-8" x 6'-8" x 1 i;' Solid Core - Wood - 6-Panel - Pocket G 2'-8" x V-8" x 1 %," Solid Core Wood, Steel, or Masonite Door (20 inn rated) H 5'-0" X C-8" Solid Core - Wood - Pocket J 2'-6" X V-8" Solid Core - Wood - 6-Panel - BI-FOLD K 2'-8" X C-8" Solid Core - Wood - 6-Panel L 2'-0" X V-8" Solid Core Wood, Steel, or Masonite Door (20 min rated) M 2'-0" X V-8" Solid Core - Wood - 6-Panel - BI-FOLD N V-6' X V-8" Solid Core - Wood - 6-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 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 manufacturer s specs prior to construction 1 - 9'-10" 6'-1" 12'-1" 1'-0" 41111111111 12'-8" 0 o COV RED - = PO CH = DEN MASTER c� - BEDROOM _ v 2Um LL OHO OL o O o o cc I ' I ( 8'-2" GREA-' ROOM O ' ° _ I o o I CLOSET 0 � b N I A T ° O O vinyl a-- I V B M 9'-2„ o O O I PWD H N05 Re n DINING ROOM v o I Tankless wH #I 0) 0 I G mounted above 1 O 48" a.f.f. O I 24' x 36'l - - - - - 17 Vttic Access, w c U U 5-'Q0 TT T-- ��L --------- - � 150 --------- Amp o Meter r vN ini .9 vinyl P Panel w O I as STACK WASHER P LU o 0 1i IIou r FRYER `i- u GARAGE ? 5'-43/e„ 4,{ i 4„ 4'-0" O ( ° I�AUN�RY F 0 Do IGITCHEN © ------------------- I _ _ _ r o desk Ioo I 1 - oo ENTRY � A/CO I /g" dryeall j O Iu w i STORAGE I It 0 � 00 00 O O i] C70 O[J Install windows thru buck into block with 3AV tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall --\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to 'block with case hardened nails prior to window attachment NTS 0 2'-4%"2'-4s/e" C-4a/e,� 10'-0" 2'-S" II'-23/e 4'-9%4 _, 19'-03/e„ ALL WINDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x L" PT Buck of wall cries #8 Wood screws thru jamb into buck et each hinge and 15" o.c. max and M� t a i 1 a t M e nr tumor to door attachment NTS Scale : 1/2" = 1'0" .� I I�UL. I Uh1"tL_ IN'\./ I CJ: i. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LXL 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. �• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUND/4TIoIN FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF ILOO PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fib OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 345 bar Vert. at 48" o.c. max. Provide (1) filled cell On each side of openings uJpi..�to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-V" to 9'—I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction -l. 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—l( 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. SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. tt5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with flbermesh OR at each filled cell ECTIONS one 45 bar continuous L xC' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with flbermesh OR GRADE CW 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade —i III -- ' iF III I — II��II III— lil— 8„ PORCH SLAB EDGE DETAIL 14% x 14"d concrete monolithic —� — footing with (2) #5 bars cant. SCALE 1/2" = 1'-0" 14" 45 bar Vert. w/ }- TYPICAL FOOTING DETAIL 30" overlap r ' SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with flbermesh OR Adjust curb height 4"xb" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with flbermesh OR clean compacted termite treated fill slope. CI #10/10 wwM on 10 mil Visqueen over tt5 bar Cont. #5 bar in curb clean compacted termite treated fill Step per Eti O'-0" a foundation plan Grade V" E E — II 0 (2) tt5 bars cont. bottom steel - i-- I "w 14"d concrete monolithic 4 h > I I I I III I footing with (2) 45 bars Cont. 12"' 14" 2 DETAIL AT GARAGE STEPDOWN SCALE I/2" = 1'-0" GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'-0" block haled with concrete and (2) aT bars vert. tied -- — into lintels above Verify house slab height in field Top of rooter 14" below finished floor �� \30"x30"xl4" concrete column footing with (4) 1 I, #5 bars each way 30" i'1 COLUMN FOOTING DE SCALE 1/2" = 1'-0" 2" x L" 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 NTS 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 ice;: tt Single Filled Cell Column NITS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 0 0 ui �G,_C1„ T` C-;Z O 00 G (A) 00 J — — — Ur— F4 _i_ _i_i_i_ _ — — — — — — — — _i_i_�_i_ _i_i_ _i — — — — — — — — — — — — — - T I FI FI Rear Patio/Slab I i to be poured separate 0 from the house slab. I I I_ oo I I I IJU I I o I I v �Um v a Oo(JI I FI a a Ln Rear Patio/Slab to I be flush with bottom of i sliding door recess. Slope 1/2" I I oI I I 4" concrete slab with flbermesh OR I i 6"xC 410/10 WWM on 6 mil Visqueen over 0 clean compacted termite treated fill I I I I Io - I H NOS R� O IFT I O— - -i I I in OI I Tankless WH 1 0 A/C m l I I mounted above #) IGG Amp o Meter ~ =N a I ° D STACK I 7AND R I E a v anel O I I DLU r— /gRYER A'ul I LEE s o 3 O Above o O L__J I I `ry I o I I v� O I I N `up � FI O o Io f FI f-------� 10 0 n C� D I I�W W o I tx w v u I I----- FS--- I L--I --�(J 0o 0-T-T-T_T o 0o O O 10 1.5" Recess for o0 0 Garage Door 6'-43/a" 0'-O" 2'-8" 1'-23/e" FOOTING SCHEDULE Mork Sirs Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F IXI X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) u5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit Info box on these plans for zone 3 Ke : Area Ede Field Fastener six. r e Zone I 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank lb pef Zone 3 " 4" 8d ring shank 84 psf ' ** Zane 3a I* wood screw 112.5 psf ** Use nails or screws based on pre"$ure for roof stated in permit info box on these plans for zone 3 Ve­fy with Plan Concrete / Lintel 12 x 12" lumn Block Provide 45 bars with min. 48 bar Provide 45 bar act in pre -cast diameters overlap into beam. Tie lintel into beam where length of filled cell steel into continuous beam block steel. the opening calls for it. Provide Cast -Crete = 1. -rr -+ - 8U8 jw -OB/OT precast --- _ �_ - lintel set in mortar ��4 Min. 8" Bearing ---- -- --- -- i---- r'' t7 I� lj.� i. Provifide PT ed per Buck I; I jd� I I V 1 jamb -Pared Felled Cell attacy-_r-i details into filled ccl i-�+—� T I I 1 1 I ri i i 4" Pre -cast Sill Provide tt5 bars with min. 48 bar iameters overlap in filled call. Tie filled cell steel into continuous 1 Tooter steel. i it r ti r1 i i r 1 1 Concrete Footing _ J L ... (see footer schedule — — — — — - for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" v (V SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vent. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8' dia. threaded rod set min. 17 into wet beam and (22) IOd nails into truss R-II bi N I Rebar Rebar 48 Bar Din, Min.Overlap TRUSS BLOCKING DETAIL Column t0 Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 91/8" thick light textured st cco inst Iled per ASTM C 924 over ASTM D type 2 paper backed Wire lath nailed to substrate through one layer of ASTM D Tgpe 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 roofing FL #11451.12 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 Ib Felt underlayment installed with min. 4 aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark WindowRows Window Unit Width Lintel Size Cast -Crete S «dicatiot 'H' Block Ab�re Batas steel S� Tap Steel Sin Max Mrx Load (PLt) Max Uplift Load (PLF) Max Lateral Laid (PLF) L22 2'-2' V-L' 8P8-OB/IT 1 e6 3044 I60 1024 L31 2'-L' 4'-0' 8P8-015AT 1 86 2561 1363 163 L45 4'-6' S'-10' 8F8-015AT i si' -''005 101 334 LSO 5'-O" L'-P 8F8-015AT 1 e5 1238 835 121 LLO L'-8' T-V 8FII IT 1 $5 toll 121 534 L80 W-ON T-4' 8168-I5/2T I 05 2 95 152 511 1 512 L10 T-O' 10'-4" 8P8-I5/2T 1 a5 2 e5 643 530 401 L90B T-ON 10'-V 8PI6-I15/2T ONE 1 e6 2 s6 IS33 1183 401 LI00 10'-0" ll'-4' 1 8P8-I115/2'r 1 s6 1 2 1 86 582 414 452 LIOOB 10'-O" II'-4' 810I6-I15/2T ONE 1 sib 2 $6 1366 1028 462 L120 IT-O' 13'-4' ePe-I15/2'r 1 #5 2 85 411 428 324 L1205 IT-O" 13'-4' ePM-I8/2T ONE 1 s5 2 e5 1015 110 324 L140 14'-O' 15'-4' 8F16-I5/2T ONE 1 #5 2 86 1250 604 2511 LILO IL'-O' IT-4" 8P8-I15/2'r 1 e5 2 e5 300 112 114 LILOB IL'-O' IT-4' 8PIL-I15/2T ONE 1 $9 2 s6 150 600 194 - 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 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" l0lb wprift g Max. 181016s. u lift Aluminum Drip f Edge t Fascia v2^ thic s attached to 12" framing with 2" x 6" Sub-Fasci no Iona than horizontal we into vrrtical Kaycan full o vent vingl soffit installed using 1/8' dia shank x 1.5' long gaiv. roofing nails with 3/8' dia. head per product approval — see chart sheet 41 12" x 12" concrete column block filled with concrete and (2) a1 bars Vert. to into lintels above thicken edge to 8"xe" with concrete and 1 one 45 bar continuous BEYOND Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd nQils at each web on 3/8" hi —rib lath ntal and vertical wood r staples to provide 4' penetration into ming and 3/4" penetration framing members 5/8" thick light textured stucco on typical concrete block construction Vanes - see plan 45 bar vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be Flush with bottom of sliding door recess. Cellln Trusses at 24" o.c. ,e shop drawings by others ceiling transition 6' ,ded using metal studs lerify exact configuration We Brace Gable end with 2" x 4" SYP #2 8rt back nailed to bottom of top chords using (2) IOd nails at each truss R-30 Batts II batts Strap Girder truss to wall using Simpson MGT stray with (U 5/8" dia. ATR Drywall ceiling see typical section =tall nts PRE-ENGINEEitiED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord of trusses -I/2' druwall with textured finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drygwall over I" x furringg strips at Ili" o.c. with R4.1 Pit -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ' Mortar to be Type "M" only proportioned�__pper FBC R601.1 and Mortar joints shall comply with FBC R1401.2.1. Fill cell with concrete and (D #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 x6 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill FI at Front Porch Scale : 1/2" = I'-O" 1O C4 Q S IO C4 Q h HETA 20 HETA 20 ROOF FLAN 1O W eter — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT -f: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 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 PANEL "A" Pdes DR Load Wire Description lcirca i_.. circa Description Wire Load BR Palo 1 20 1.2 kw ail Refrigerator I Range aG 12.0 kw 60 2 1 20 1.2 ke a12 Clothes Washer ! 3 1 20 L6 kw ail Kitchen S.A.G. ! 5 G Dryer al0 6.0 kw 30 2 1 1 1 20 20 20 16 kw a12 a12 a12 Kitchen S.A.C. Bathroom Recepts 4 Dishwasher 11 a 10 12 2 Air Condersor a10 6.0 kw 30 1.2 kw 1 20 L2 kw 012 Microwave 13 14 Air Hand) 910 6.0 kw 30 2 I 16 - a14 General Lighting 15 IL 1 15 - a14 General Lighting 11 General Lighting �- 19 IS WH a8 1A kw 40 2 1 1 15 16 sli 014 20 General Lighting 121 22 as 1.6 kw 40 2 1 15 a14 General Lighting 23 24 Spare 5par e 1 26 21 26 28 GOO Spero s12 0.81 KW 20 1 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt Watts Total(Watt&) General Lighting (3 watts sq,,ft.) _... .... .Small. Applianca, Circuit(s). . . . . . ... ......................... Range .. .......... ......... ......... .......... .......... Refr19erator........................_....................... Microuave. ......................... _........................ Dish , Washer .Clothes Washer .................................... ClothesDryer................................................ Water Heater Garage. Door. Opener, ............ ................. IL09 3 4.821 2 1,500 3,000 _ 1 12,000 12,000 _ 1 1,200 1200 - 1 1,500 1,500 _ 1 1,200 1200 1 1,200 1200 1 5,000 5.000 _ 1 15,200 15 200 1 810 810 Total Watts 45.931 First 10000 Watts 0100% 1 10,000 10 000 _ Remainder 35,931 840% ----------- 1 O 14.348 _ Electric Heat or A/C 10,000 04570 1 - 10,000 10.000 _ _Calculated Load Watts 34.314 Voltage 240 _ Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required = 150 Ampa- Electrical S mbol Legend S Single Pole Swatch ® Recessed Can Light Si Double Pole Swatch ® Eyeball Recessed F@ Push Button Switch -0- Exhaust Fan WQ Duplex Outlet Q Coiling Mounted Light -0 Special Receptacle ♦ Wall Mounted Light r Watorprod ground fault circuit interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Q Carbon Monoxide Detector '4& Flood Light Thermostat m Electrical Panel ® Central Vac 61-:11 Electrical Mater Q Smoke Detector Coiling fan Television Jack ® Telephone Jack AC c A/C Disconnect i x 4 Florescent Light ® 2 x 4 Florescent Light Speaker Hook -Up le = JUNCTION BOX TO SUPPORT A FAN ® so THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) 41 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can - A/C disc. ISO AMP MCB PANEL Intersystem bonding 2" PVC ( FPL{' Termination pant schedule 80 2" rigid service FPL GEC ci Bare 'i 8 c('YpeWire alvanasd ground rods ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering #2/0 AL SER Cable With ul Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rat meter can 2" PVC l FPL schedule 80 2" rigid service FPL A/C disc. ISO AMP MCB PANEL torsystem bonding ermination pant rods _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which &hall be verified prior to construction t - Verlf AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke 4 Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected L. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RMI402 9. A/C Refrigqe�r�aqnt lines that are run fhru slabs must be sleeved inYVC 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed by a licensed electrical contractor, the completed a stem shall be fully operative. 12. Contractor shall pay for all "fees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required Insurance shall be provided for protection against the public liability and property damage for the "i,,_ duration of the work. 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year 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 may have been damaged. IL. 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. 11. All work &hall be done in accordance with the N.E.C. and *hall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 18. The electrical system shall be completely and effectivelg grounded as required by the IS edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. ton 5kw A/C EI eter MECH4NIC,4L LAYOUT 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected bg others. 22. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum or three diameters of the largest conduit or pipe from any other service. 23. All exposed wire below T-I" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RMIS02 SCALE: 1/4" = I'-O" a 14 Wire For Front Post Light COVERED PORCH LIP GFCI S& I I I I I I GREA-t ROOM I DINING ROOM ' I11 111 Lr1�J ' � id. 6'-3" KITCHE 110TE2 CJJ MASTER BEDROOM CLOSET 'Tankless WH mounted above 48" a.I.f. Nli 3L- \�,•Sj. ' Pull chain I Night in attic - J ISO Amp Panel EN ^RY P GF ­ Post Light with o I Photo cell a� N I/ LA Optional GARAGE ; ORY Garage Door Opener r-------- - - I GFCI I I I I I STORAGE sif GFCI •---------i I I I I I I I I i I I ELECTRIC,4L PLAN Install oulet ®under disc. 'n-or-ot shown for GFCI clarity " -.Exhaust xhaust Duc Thru Soffit A/C ttl eter SCALE: 1/4" = I'-011 Attic Ventinq Calculations FBC 2309.1 Total Attic Space = 1,924 sq. ft. Venting Ratio 1/150 = 12,82 sq. ft. required Provide A Continuous Vented Soffit Braden It Braden AIA, PA Wynne Building Corp. Date Drawn Revisions : Sheet Comm tt Architects - Planners 1-10-20 REVIEWED FOR 411 S.E. Coconut Avenue The C Ot t elQ e GARAGE RIGHT Drawn by: CODE COMPLIANCE 1 9 - 2 21 Tel : (112) 28.1-8258 RB C.C.U. ST. LUCIE COUNTY Fax : (112) 281-8283 E-mall: bradenaiaecomcast.net Sppanish Lakes Checked by: ROCC Stuart FL 3499G #AAC000032 St. Lucie County Florida D.R.B. OF 5 I =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING A TO DETERMINE IF MULTIPLE PLY. 1"o, DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less SpreL @� Z. 60 degrees or less an >♦� 1apsp �ropaaaawo lag One 1/2 of Span. Tag line approx. FER TO BCSI =T.-.aet this way'rf sane is used. REFER TO BCSI Truss must be set this way 0 crane is used. Truss is an example, your truss may not match. le, your truss may not match. erator sets doss this way. Insist crane operator sets truss this way. All load bearing walls, heaaers, beams, & lintels must be in place at indicated height before trusses are installed./A\ AIR 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 r f'' requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WA K'NING LL The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend ATTIC STORAGE =2/12 VAULT ° o° o° BEARING @ 8'- 1" ° i Y ,M Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. LOCATED ON FABRICATION AGREEMENT HIP CARRIER AS DIMENSIONED LAYOUT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. CORNDER JACKS s ¢ -' 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the - ARE NOT BEVELED. r SEE STANDARD w ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss 0 ENGINEERING. O z - hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. H O o ftat 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will H responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is. not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is. esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7. below is subject to change if any changes are made in this layout. A $50 per hour Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 24" DO, THRU reasonable attorneys fee for collections In event of payment not timely made. 1-1/2 % per month service charge will be CORNER JACKS ONLY 24" r 1_v1 doled for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER DETAIL ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the OVERHANGS NOT SHOWN FOR CLARITY Iplent. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to Brain, the parties agree that the sole venue for any such action will be Saint Lucie County Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstrubtion Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4-2002"" 12, Warranty is per Chambers Truss Warranty attached. A, spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. G w-, Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. oa*--, Trusses must be set and braced per design to prevent injury & damage. i PLUMB CUT END es Trusses must be sett plumb and square 2X4 TOP CHORD WALL HEIGHT 8'- 1" 12 Do not set bunks or stack of plywood, roofing material or any other END DETAIL: TYPICAL 417-- concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 5 a left Aft 3-15�—{ o _- -- 1-00-00 00 aoillit 3105 Oleander Avenue Fort Pierce, Florida 34982.6423 800-551.5932 PLUMB CUT END Fort Pierce 772.465.2012 Fax 772-465-8711 2X4 TOP CHORD Vero Beach 772.569.2012 Stuart 772.286.3302 12 WALL HEIGHT 8'- 1" Web Site: CHAMBERSTRUSS.COM —'I4 END DETAIL: TYPICAL Email: MAIL@CHAMBERSTRUSS.COM The Architect's or Architect's representatives shop. drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible 2 $3.15 for checking field measurements and other construction criteria. Architect's 12 p approval covers general roof shape, review of truss strapping, and loading on 1-00-00 structure fromavity and uplift loads and their r s ective to do Approved 1A Date: LOADING/DeSIGN CRITERIA REDUCIBLE WIN DESIGN CRITERIA PER CODE SUCH AS SBC 1604S.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord. Live 20 0 Top Chord Dead 7 4.2. r 0 Bottom Chord Live "10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions. Miles from Ocean 5' Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11455 SCALE: 1 /4" = 1'-011 72 total trusses, 18 unique designs Designer: BLW Reviewed by: Date: 11 /08/19 FOR 3� S w►Is� G� AElv1EWED FOR Wynne Development DOE COMPLIANCE DESCRIPTION: THE COTTAGE / GARAGE RIGHT aq LUCRE COUNTYTHE 1 of 1 CUSTOMER INITIALS EACH PAGE ,�Occ M 11455 - I