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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Cnmp Metal roofing FL 411451.12 2L ga. 5v crimp metal roofIng attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 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 6" smooth finished stucco bands 24 5/8 thick light, textured stucco on typical concrete block construction _i— — — — —— — —— __--_--___ — -- LEFT ELEV/470N �o Gulf Coast Supply and MFG Sv 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 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails space L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dec to trusses using attachment detail on this sheet 12 SLOPE 1,4 ---------- --------- — — 5/8" thick light textured stucco on typical concrete block construction READ' ELEVATION ELEVATION NOTES: - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted � changes to this plan shall be submitted to the architect Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" 12" for approval p p in writing g prior to starting construction. p 9 wood screws with self sealing washer at o.c. max spacing over ASTM D (type 2) 30 Ib f eft underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails I — Return ALL Stucco Bands Into Window or Door. 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 12 SLOPE _- p 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 2G 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 ❑© SCALE: 1/4" = I'-O" RECENED MAa 17 7n�q permitting Department St. LucieCountY 12 SLOPE 14 /8" thick x 6" smooth finished stucco bands S/8" thick x 6 smooth ao I (x{) finished stucco bands 5/8" thick x 6" smooth finished stucco bands ®� 24" Lit 77 SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows k Skylights Opening Type NOA/FL NBER Product Model Manufacturer Glass Attachment method T Exspiration Date Design Pressure of Approved Tests 1.2,3 t4 FL# 23358.2 Single Hung SH 4100 Impact CGI 5/I6" /4" die. leptons w/ min. 13/q penetration to be mPncedgeediatancec apenfied in Product approvaldhere to + 55.01-45.0 par A I6-0330.02 Overhead Gars a Door g Model 824/811 T-4" max. width IL'-O" max he lit g DAB pa % Ya to CMMeta in art 1 a1 it 1) e5 bfr vent. eng 3/8' x G' Hilt, HLC Sleeve amhen et 8• ox. th i.] a. rth en 1' ed distance. Inspap trpck to bock re n> siu % I 384 fill [lined leg s ices in uch Mackit maMemmg an or 1.5edge distance - GC to strictly adhere to product approval rwide 1/1 ' t asiliff on roller c 10-9-21 +50.0/-40.0 per B FLU 14414.1 Fiberglass Dean Pro/ Smooth Pro Jeld-Wen Elco 1/4" ilia. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FL# 29018.2 Sliding Glass Door Series 4130A SGD CGI I" nom Type "GSA" 1/4" dia. tapcons w/ min. 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 TE Ezpu•ation Date Design Pressure of Approved Testa 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 FL# 11451.12 5V Cnmp Metal RooFing Gulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woof screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with inn. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nods spaced 6' O.C. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detai on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 vented Mod Soof V1nModel 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 to battens using 0,12" ilia. x 1.5' Iona rina shank nails with 3/8" dia. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 5/8" thick Might textured Return Stucco banding stucco on typical concrete back to front door wall block construction as shown FRONT ELEVATiON 2" x 4" top plate I/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at 14" o.c. base -board --� 2" x 4" P.T. bottom plate r , 4" concrete slab with flbermesh OR Cxb #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Interior Non -Bearing Fartition nts Braden t Braden A IAl, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T h e C O+ + a g e Tel : (1-12) 281-8258 I I t, 1, Fax : (112) 281-8283 LlwlililiV E-mail: bradenala5comcast.net Spanish Lakes Stuart. FL 34996 ##AAC000032 St. Lucie County Florida SCALE: 1/4" = 1'-0" 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: '-j " it Wind Velocity: I45 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coe icient: ±O.IB rpizn�o� Subjectabilitg to damage from: Weathering: Negligible Termites:Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C ITCH 1.21 x O.G = 0.12G Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL. O.6DL+O.LWL Components 4 Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-84.0 par Components 4 Cladding Wall End Zone Width: 3'-411 Components 4 Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf = RooF Zone I Wall Zone: S. +35.8/-41.8 per Wails Zone 4 Components 4 Cladding Wind Pressure (NET) on Garag4v Door: +32.0/-40.3 par Shear Wails Considered for Structure? Yes Continuous Load Path Provided?_ytt Roof Zone 2 Walls Zone 5 Are Components an Cladding Detaallss Provided? Yea END ZONE Minimum Soil Bearing Pressure:2,500 pai, Presumptive: X B Test: pal SEE PRODUCT APPROVAL FOR IMPACT P OTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD: 10 par FLOOR LIVE LOAD: --I—S of FLOOR DEAD LOAD: 10 per JOB ADDRESS: Date Drawn Revisions� �E T COPn�/ GARAGE 1-10-2o RIGHT Drawn by: REVIEWED FOR C.C.U. CODE COMPLIANCE Checked by: ST. CIE COUN Y D.R.B. Sheet Comm ## 19-221 OF 5 FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. 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 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC Ri02.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10, Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 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. between garage and residence shall be 1-3/4"t 20 min, rated door _Door w.H.) = Water Heater U 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I(, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck nailed to 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. G ppsum board material shall conform to ASTM C36, C79, C415, C514, C630, C931 C40, C1002, C104-1,Clill, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Drymail Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for g p installation of drywall into Spacing Maximum wood Framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 141, g" I6" 0.080" dia. xx 1 5/8" long with Direction 15/44" head OR Gypsum board nail 0.086" dla. x 1 5/8" with 9/32" head. Ceding 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 lid cooler nail 5 / OR Walls Either 16" all 161, 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 11/8" with 19/64" head. Install SGD thru buck Into block with 3/14" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.(, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII�8 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31(. 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 ID(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all lapa and two ataggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. q at 24"o.c. TYPICAL BIOIbs. upldt \ (shop drawings by manufacturer) Aluminum Drip —��V \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 11, I/2' drywall with textured finish 2" x 6" Sub -Fascia z7Two rows of beam block filled with concrete and (1) US bar cont. in each row. Substitute iagl soffit metalled precast lintel filled with concrete and (1)45 Kaycan toil o vent v using I/8" die shank x 15' long gale. �I'�I bar coat. for bottom row over openings roofing nails with 3/8' die. head per 1, product approval - see chart sheet al 1/2" drggWall over I" x furringg - strip� ai IL" o.c. with R4.1 fr-foil i insulation on typical 8" Block walls 5/8" thick light textured - All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. block construction Mortar to be Type "M" onlg proportioned per FBC RLOl.I and Mortar Jonts shall comply with FBC R601.2.1. I 45 bar vert. w/ Fill cell with concrete and 30" overlap at each filled cell (D tt5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings II! 4" concrete slab with fibermesh OR !I� L"x(." 410/10 WWM on 6 and Visqueen over / clean compacted termite treated fill Grade TYFICAL I 9 SECTION li �114" x 14" Concrete footing with (2) tt5 bars conc. and tt5 transverse bars at 48" o.c. Bottom Track AREA CALCULATIONS Living A/C = I,30L sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = 2' VTR 2" I MASTER 2BATH 2' VTR 3„ 3- 2" BT—I 2"I 3" 2' AAV A C" LAUNDRY Masonry Beam 2" KTICHEN / �� 3„ PLUMBING RISER c.o. To Septic 0 O C C �r I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment Sliding Door At Masonry Wall fixed door sliding door I J Masonry Wall 2" I I/ Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with D t a 1 I 11/2" penetration at o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb NTS Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-5%"x 4'-2 %" 54%'x 50 %" Single Hung ZONE 4 2, 1.'-2%"x 5'-3 %a' 15' x L3 %," single Hung ZONE 4 3, 2'-2/2"x 3'-2N" 21%"x 38%" Single Hung ZONE 4 4. 3'-1 lax 4'-2 `va" 38i8"x 50Ye" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-04 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 L'-o" X V-am 14" x at '/," a K"„.t°' Sliding Glass Door ZONE 4 D 2'-8" X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 32" x 81 %' E 2'-8" X V-8" Solid Core - Wood - (.-Panel F 2'-8" x V-8" x I i," Solid Core - Wood - 6-Panel - Pocket G 2'-8" x V-8" x I %," Solid Core Wood, steel, or Masonite Door (20 min rated) H 5'-0" X V-8" Solid Core - Wood - Pocket J 2'-6" X C-Off Solid Core - Wood - L-Panel - BI-FOLD K 2'-8" X V-8" Solid Core - Wood - (.-Panel L 2'-O" 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 2'-L" X V-8" Solid Core - Wood - I. -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 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 35'-0" 1 9'-10" 6'-I"-1, 12'-1" 1'-0" J 5'-1" 4'-9" 0 m ��- c - 12'-8" 0 ry o COV RED -�= PO RCH = DEN MASTER c) BEDROOM o Z elm „u © O �a a- aye ~ =w '� 000 0 you o ® o I I I _ 8'-To 4, 6'-O" I O GREAIt ROOM o CLOSET E o A 7 3O viny l e O I O 9'2" p o O I 0 PWD N 05RE DINING I ROOM Tankless UJH 4#IC m 0 I mounted above 48" a.F.f. O I 42' x 3V — — — — — 17" 14tts: Access) with light �Uvo �0/u) _� —� 0)I ---------- ,----- _ - GO vinyl Panel Amp 0 Meter rr as STACK w o o P �IDV SANDER O r ,gRYER U GARAGE IT-5'-43/s„ 4'i 1 ry v ° I Ve AwKbRY O ry O A) ; KITCHEN © ------------------- i o _-- r o _N - desk I I oc O oa o I I Y O I /8" drgeall i O ILLENT STORAGE 00 OCR O 00 ] O -_W W O O 00 2'-4 %12'-4 %' 11'-23/a" Install windows thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6' o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval ALL WINDOWS of wall Buck to be I" x 4" PT TO HAVE "' varies DRYWALL SILLS �-_i"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS 6'-4 s1'e„ 19'-0 11115031111111111502 2'-8" Attach buck to block wall with 1/4" da. 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 or wall arias tt8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and npt All At Mr)e)r prior to door attachment NTS Scale : 1/2" = I' - 1 771 1 U lam_ L_ I X LJ 11= J " I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X(. 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7, GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FCUND�T1CN FL/4N 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 III PSI I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 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 #5 bar vert. at 48" 0.C. max. Provide (I) filled cell on each side of openings up to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'-0 " to 9'-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 2,4" 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 Soll test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-I6 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. #5 bar vert. w/ SEE TYPICAL 30" overlap ECTIONS at each filled cell it /s 4" concrete slab with flbermesh OR L"xC' 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill .I �®m ■�1 - _ •• 111_ <_14"w x 14"d concrete monolithic footing with (2) #5 bars cost. DETAIL J SCALE 1/2" = 1'-0 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar Cont. Step per foundation plan a 10" 12" DETAIL AT 12" x 12" concrete column block filled with concrete ' and (2) 41 bars vert. tied into lintels above Top of rooter 16" below finished floor (2) tt5 bars cont. bottom steel ARAGE STEPDOWN SCALE 1/2" = I' - Verify house slab height in field E 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE. PORCH SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. 4" concrete slab with flbermesh OR 4'1 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill LAB EDGE DETAIL SCALE 1/2" = 1'-0" tt5 bar vert, w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height based on gar, floor 4" concrete slab with flbermesh OR slope. il 6 xV 410/10 WWM on 10 mil Visqueen over #5 bar in clean compacted termite treated fill curb Grade TT�T_R v — IIII IIII— — 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. 14" GARAGE CURB DETAIL SCALE 1/2" = I' 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at IS o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NITS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column 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 12" 8'-10" 25'-2„ -T-1 r n. - MIT © i i i i i i� o 00 ----- -- 00 oa - — — — — — -----�--- r — J T 1 FI PI I Rear Patio/Slab I I to be poured separate F I from the house slab. I to o,o I I I I w 0L I � I I I 07 I I C0� va ooa •Ur Rear Patio/Slab to I be flush with bottom of I sliding door recess. Slope 1/2" I to of I I I 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over o I clean compacted termite treated fill © I I i to 0 I_ o I'- -i I NH05 Re 4 I a ---�-- �' I Tankless WH I /C #I O' I ( mounted above 48" a.f.f. a� q --- I N �;; IS Amp Meter vN I STACK - WASHER E a w anal Diu I ��'� F5 A U I L E _e E i I =3 `v p O Above ll I I m p� O I © I I "too] FI CV I you LL o I ICJ I v0 FI I EO OO, ��� : mar I p �,U I FI w I I J x i J I I F5 I L— ---- — — D L-- ---- -- ---) C) D O O777 y D C O 0 0 1,5" Recess for 0 0 O Garage LI 6'-43/8" 0'-O" 2'-8" 1'-23/, 4'-9%4" 9'-03/8" FOOTING SCHEDULE Description 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS kSize 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 tt5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB m 0'-0" R C 0 F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 3t8 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 Kea Area Ede Field Fastener ax. Zone I 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 osf Zone 3 8d ring shank 84 psf Zone 3a 6" 6" US wood screw 112.5 psf ** Use nails or screws based on prey$ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column to Ver'Fy with Plan `at 1 Rebar Lintel 48 Bar Dia. Min. Overlap Provide 95 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar-. Min. 8" Bearing Provide 45 bar set in pre -cast lintel into beam where length of the opening calls for it. 7, �- (f 1T I -} 1 i 1_.i - — ;j T I Provide PT Buck jattached per �___tails into Filled cat ca 'i- ' I I t i 4" Pre -test m f Sill - ----- -� I I I I '---Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. I id t7. Concrete Footing J• (see rooter schedule - for exact saes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'—o" 12 "x 12" \ ry lumn Block -\#I Rebar Attachm&nt NTS SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of true with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8' dia. threaded rod set min. 12' into wet beam and (22) IOd nails into truss R-II b, TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stbcco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.29" ring shank nails spaced 4" 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 W,ndow or D Unit Widt Lintel Size Cast -Crete Specification. Rows 'H' Block Above Bottom Steel Sim Top Steel am Max. Gravity Load (PLP) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2' 1 3'-L' eFe-ODAT 1 89 3069 16L9 1024 2'-L' T--8' 3'-1" 4'-O' eFe-OB/IT I 86 2661 1363 163 4'-5" 5'-10' 8P8-ODAT 1 Bi 1109 109 339 5'-0' L'-L' are-OSAT 1 86 123E 835 121 L'-8' T-L" are-OSAT 1 86 1011 �21 534 a'-O" 9'-4' BP8-IB/2T I 85 2 86 162 591 512 T-O' 10'-L' ate-IB/2T I #6 2 86 643 530 401 ILK05 T-O' 10'-C BPIL-I5/2T ONE I #6 2 86 Ism 883 401 10'-O' ll'-4" 8P8-IB/2T I u6 2 #6 682 494 452 IO'-O' W-4' BPIL-IB/2T ONE I #5 2 86 1366 1028 452 12'-O' 13'-4' BPB-I5/2T I $6 2 86 411 426 324 12'-0' 13'-4' BPIL-IB/2T ONE 1 #5 2 86 loll 110 324 14'-0' 16'-4" BPIL-ID/2T ONE 1 85 2 86 1250 L09 291 IL'-O' IT-4' SPa-I5/2T 1 #6 2 Bs 300 192 114 IL'-0' I�'-4' BPIL-IB/2T ONE 1 #5 2 #6 also 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'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 with c(10) IOd ox la 1/2 each 24" o.c.) soup li't Max. i/ 181016s. u lift Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d " I at each web \ Aluminum Drip -- / Edge k Fascia 1/2' thic stucco on 3/8' hi -rib lath attached to honzontal and vertical wood 12" framing with nails or staples to provide no lew than 1-3/4' penetration into 2" x L" Sub-1 i horizontal wood framing and 3/4" penetration into vertical wood framing members Kaycan full o vent vingl soffit installed using 1/8' die shank x 15" long gels. roaring nails with 3/8' din. head per product approval - see chart sheet al 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert. tie into lintels above thicken edge to 8"x8" with concrete and -� one #5 bar continuous BEYOND Top of tooter IL" below finished floor a 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. Trusses at 24" o.c. e shop drawings by others ceiling transition ' Ided using metal studs erify exact configuration tea R-30 Batts II batty Drywall ceiling see typical section Ceiling transltlon Insulation Detall nts W ood Base Tub►cal Section Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE -ENGINEER f-D WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with textured finish Two rows of beam block filled with concrete and (U #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" o.c. with R4.1 f _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 per FBC RLOI.I and Mortar joints shall comply with FBC R601.2.1. Fill cell with concrete and �(U #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 L"xC' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill �' FI at Front Forch Scale : 1/2" = I'—O" Strip Girder truss to wall using Simpson MG T stray with (U 5/8" dia. ATR Q F- z < W T HETA 20 HETA 20 ROOF l='L/4N eter — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE 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„ Pales 6R Lead Wire Description. cires orestAw"CarAerm eriptwn Wee Lead fbR Poles 1 20 1.2 ks sl2 Refrigerator I si 12.0 km 60 2 1 20 1.2. ke 012 Cloth" W"IW 3 1 20 L6.k• 812 Kitchen S.A.G. 6 L sl0 6.0 ke s0 2 1 20 13 ks s12 Kitchen S.A.C. I a 1 20 - 012 Datlirsem Reeepts. 4 to s10 6.0 ko 30 2 1 20 1.2 ke sit Dwhssalier It 12. 1 20 1.2 Its s12 miaroseve 0 14 Am H $10 6.0 Its 30 2 1 - W - 014 General L*AaV 16 16 1 B "- s14 Gerwral Lightwq : 11 la WH sa 16 ka 40 2 1 0 - s14 General Lightag M 20 I. I6 --- e14 General Lighteq 21 22 $8 1.6 ks 40 2 1 15 --- s14 Gmwrel Liotmg 23 24 spare 26 26 GDO s12 0.81 KW 20 1 span 21 28 spare she 21 30 gprs PANEL "A" LOAD CALCULATION SHEET Load Description Qt . I Watts Total(Watte) General ljghtmg .(3, ,watts, ,sg, ►t.) , , , , , .. , , , ................. $mall. Appiien4e. •0lrcwt(s) ................ :............ . Range ........... ............... ............................... Refri.9erator.................................................. Microwave ............ ............ ............................. Dish Washer , . , , , , Clotfies .Wn�her. ........................ I .... .................. Clothes Dryer :............... . ........... ............... ,,,., Water Heater , ; , ,Garage, Door. 0pe.nar ..: .. IL09 3 4A21 2 1.500 . 3 000 1 12,000 12,000 1 1200 14200 1 _I 500 1.500 1 1200 1200 1 1200 1200 1 5,000 5,000 1 15,200 15.200 1 810 810 Total Watts 45.931 First 10000 Watts e100% I 10,000 10,000 Remainder 35.131 940% I 10 14348 Electric Heat or A/C- 10.000 eG5% 1 T0,000 10.000 Calcullated Load Watts 34.314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Pnnel Size Required = 150 Amps Electrical Sqmbol Legend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed Push Button Switch - Exhaust Fan Duplex Outiet ¢ Ceiling Mounted Light inisrprounfault Special Receptacle circuit interrupter ♦ KLight Wall Mounted Light with Pull Chain (atilt) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Mon-axide Detector 4& 1 Flood Light Q Thermostat m Electrical Panel ® Central Vac rc=:31 Electrical Meter S(} Smoke Detector vJj�v Ceiling tan ® Television Jack Telephone Jack ,c osc A/C Disconnect I x 4 Flores.•.+nt Light ® 2 x 4 Florescent Light ® Speaker Ho-k--Up FB = JUNCTION BOX TO SUPPORT A FAN O THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can - 2" PVC ( FPLl- 4 schedule 80 2' rigid service FPL A/C disc. LIB 150 AMP MCB PANEL ntereystem bonding rermination pant 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 42/0 AL SER Cable With 41 Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can �'�� 2" PVC ( FPL1--t schedule 80 2' rigid service FPL 150 AMP MCB PANEL disc. bonding Pont GEC )1tL 'eGaWvvaenziedto(28cier ground rods ALTERNATE SERVICE ELECT. RISER NT• - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verify AIC/KIC Rating prior to ordering equipment COVERED PORCH 112 CFM IOxIOx18 149 CFM 12XLxl I I I I I GREA-t ROOM I C 112 CFM IO)dOxl8 I I I I DINING ROOM I I DWI I ° ° p IIosu 2 CFM 8x4x4 A11 111 CFM 14 ova � I 12x6xl R{A 20x2O I/ I KITCHEN 1 I I 1 Ce2ing; - j --L UNC ENTRY 388x4xM iTOk 124 CFM IOxlOxl .STER ROOM 124 CFM IOxlOxl 13 CFM 8x4x4 211 8x4x4 12xB/A �e CC'QSET FWD 4I�2' x 3G'1 Wttic r Access l th bght hie Tankless WH mounted above 48" a.f.f. GARAGE 150 Amp Panel r------------------- I I I I I I I I I I I I I I I I I I I I I I I I I MECH,4NIC,4L L,4YOUT ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. L. Recessed cans to be metalled per NFPA requirements. IG. It is not the intent of these plans to show every minor detail 22• All racewaya and pipes placed in or through any concrete I. Temper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical agstem and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A/C Refrig¢rgrit lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-I" shall be metalled in metal EMT sleeved in 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed stwstem shall be fully operative. and telephone company. 12. Contractor shall pay for all lees, permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required Insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. duration of the work SCALE: 1/4" = 1'-0" 5ton Ski leaer Wire For Front Post Light Post Light with o I Photo cell Install oulet under disc. ® -6r 'not shown for �FCi clarity 0:� a Exhaust Duc Thru Soffit FLA iN SCALE: 1/,4" = 1'-0" re. , BOCC =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 rt TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 3L 3U-To Span Spre er Bar Tag line � ♦ 1pcf Sp to Tag line ,IZ or Span. a ,� a pp REFER TO BCSI Truss must be set this way it crane is used. REFER TO BCSI Truss must be set this way it crane is used. Truss is an example, your truss may not match. Truss is an example. your truss may not match. Insist crane operator seta 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 [/4N are installed. 4/1 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 requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. i WARNING ZL 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 o4 o° BEARING @ 81- 1 rr a z' Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers H METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 0 0 ALL BEAMS BY OTHERS S s W w rn tY ty— tL 0 N m U U) 0 0 0 0 KI.1SIIlalill D D41D D D A D D. d d J1 d J1 d d 0 to J3 ° D J3 d J5✓� d ° p GR d e d D - 4 CEILING AT 8'- 1" D v v v a 0 d B ° D d p Al / ... d / D ° 1 I G D ODD SPACE D ° D 4 D A 15-06-00 A D D d D 1 ATA 4 CEILING AT 8'- 1" ` ` ` CEILING AT 8'- 1" ` A.H.U. DIP D ° \ �\ \ IN �TT ATI3 d D A3 d CEILING AT 8'- 1" D d 1 i I 2-PLY I I G J5 J5 D J3 I I � D Jt J1 v v a° a a av v v H. v ell o_ ,ba ,v v ¢a a a n N r r r a r a r r r r r I, I r_- 35-00-00 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'- 1" END DETAIL: TYPICAL 3-15/ 0 1-00-00 co HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT c m CORY ARE JACKS Ma ARE NOTBEVELED. Is-� SEE STANDARD ENGINEERING, pZ> n00 N 24" O.C. THRU CORNERJACKS ONLY 24" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 12 4 r- PLUMB CUT END 2X4 TOP CHORD 12 WALL HEIGHT 8'- 1" an 4 END DETAIL: TYPICAL 2 X3-15 12 0 -0 0400 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNT` BOCC FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED I undersigned acknowledges and agrees: 1. Trusses will be made instrict 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. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. her 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 e responsible for dump delivery only. The buyer is responsible for additional delivery expenses 'd 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 ee for revisions may be charged by Chambers Truss. T 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 easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be dded 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 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 Sapient. 10. In the event of any litigation concerning this agreement, the items furnished,. hereunder or payments referred to erein, 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 onstruction Using Metal Plate Connected Wood Trusses ANSIITPIMTCA 4 - 2002'`" 12. Warranty is per Chambers Truss Warranty attached. DATED IGNED OR TITLE 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. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. 4 Study the contents of the information packet included on delivery before setting trusses. _A Trusses must be set and braced per design to prevent injury & damage. ns Trusses must be set plumb and square Q4s Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 can er Avenue Fort Pierce, Florida 34982-6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569-2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM —'�n'tect s representative's shop drawing approval is NOT a "double check" of the contractor.I tractor The conshall remain respransi6le for checking field measurements and other construction criperia, prchitec}•s aPProvat covers general roof shape, review of truss strapping, and loading ion Structure from gravity and uplift loads and tlfeir r ective IOc tion Approved By; t 10 _ err a 'cr A -A. P.R, .. LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 16D4.6.1 DESIGN CRITERIA 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 0 Bottom Chord Live '10-Non Conocurent 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 IC 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" = V-011 72 total trusses, 18 unique designs 76 S 3 a Designer: BLW Reviewed by: Date: 11 /08/19 FOR /3 S60 I4 f 1 Wynne Development DESCRIPTION: THE COTTAGE / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11455