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HomeMy WebLinkAboutBuilding Plans/une3 slam ys ausuiy,isdsa amallujI OZ01 9 0 AdW Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 10iant3 24 ge. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced G o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 12" '. .H. c thick pica textured O O stucco on typical concrete block construction Finish Columns with coral finished 8"wcocut bands 5/8 thick cut coral '" finished stucco bands RIGHT E L E V A T I 0 N SCALE: 1/4' = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11151.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and laps fastened LI corrosion resistant tin caps and with 1.25" ring shank nails spaced G o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 14 8'-I" T.O_B_ 2" 0'-0" = Finished Floor ELEVA71ON N07ES: 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 lapa and two staggered rows 12" o.c. in field_ Attach deck to trusses using attachment detail on this sheet 12 Finish Columns With 5/8" thick cut coral finished stucco bands 12" Mil O2 5/8" thick x 8"w cut coral finished stucco bands -t t 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 4 SLOPE 8'-1" T 0. 5/8" thick x 8% cut C coral finished stucco bands 3 5/8" thick light textu' d stucco on typical concr block construction Finished Floor -------------------------- LEFT ELEVATION r Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhand Doors, Sliding Doors, windows h Skylights Opening Type NOAfFL NUMBER Product Model # Manufacturer Glass Attachment method EzpTESn'ation Da Design Pressure of Approved Tests 1,2r3 t4 FL# 239.9 Single Hun 9 9 SH-1100A la t PGT 5/IG" I/4' m. tapcons w/ inn. 1 3/8" pene.ration to be spaced per product approval. Contracar shall adhere to min. edge dstances specified in Product approval L5.O/-80.0 PS C" A 16-0330.02 Overhead Garage Door _I Model 824/811 9'-4" max. width IIII max height DAB i ss se"volt. Dais x c, adu W� s..v. mxRiiet opt. eh I. �rt 1 odes estann. i v w t, trek : fiis iuit �e de screws m a"..a4.t is. d ts' ass axean - oe t, strictly wism e,pr,a�t r'°'s 1/IL' uaaMr ew islet aMIG. 10-9-21 + 50.0/-60.0 oaf B FL# IGL14.1 Fiberglass D51=9h Pro Jeld—Wen Elco 1/4' dia. tapcon with min 1.25" embelment at 3' max iron corners and n.5' o.c. max. thereafter in heed and iambs + 50.0 PSF C FL# 251.4 Sliding Glass Door Series ll0 PGT I" nom Type "G5A" lspaced peer• or am hovel- contracto isshhall adhere to min. 2 I/2 edge distances specified in Produce approval ± LO.O PSF Product NOI NUMBER Model # Manufacturer Attachment Method Expiration Date Design Pressure of Approved Tests Mullions FLU 261.1 1" x 2 3/4' x .315" PGT Inatell per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 of 22. + 58.0 PSF Roof FL# IIG51.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L 5v crimp metal roofing attached to plgwood deck wing a9 x 1.5" ft °Z 30wilbhPelt unwdera wen[ metalled nth minx spacing over and `M°D ilp w laps fastened with corromon resistant tin cape and with 1.25. ring shank nails spaced 6' c.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dotal on root plan — 108.6 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 training using #81 x 33' wood screws aona t each truesa shank ' wtLall soffit to battens using +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4" = 1'-0' 5/8" thick x 8"W cut -- coral finished stucco bands 2" x 4" top plate 1/2' drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" O.C. base -board � 11 11 / 2" x 4" P.T, bottom plate \ 4" concrete slab with fibermesh OR G xL #10/10 WWII on G and Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nLS 12 4 1 SLOPE SCALE: 1/4' = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11(.51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D 1112) 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 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 Ib felt using I nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 5/8 tic Ight texture ish Columns with we"stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands FRONT ELEVATION 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: Lth Edition and ASCE 1-10 for Wind Loading Building Design is; Enclosed Risk Categorgg: II Wind Velocity: IL5 mph ultimate Mean Roof Height: Roof Pitch: +12 Internal Pressure Coefficient: 10_I8 Subjectabdity to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C L21 x O.L = 012L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.LDL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.4 pet Roof Zone: 2. +20.L/-51.0 pet Roof Zone: 3. +20.6/-84.0 oaf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 pet Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pet Shear Walla Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yea Minimum Sal Bearing Pressure:2.500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 pet ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --'%— pet FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: n ISL,t,p, rr�ip 19.5S0;rr 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 36'-O" FLOOR FLAN 1<_� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. steel p ste I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter el crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Re uirements. slab la ansion bolts into q (3/8"t 50 ks1 steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4 No dlssimllar metals to touch 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ALL Concrete used for vertical filled cells, cont. tie beams etc.. to M 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 LO6 of trusses with screws per FBC R�102.3.5. 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. v211 12. Lowest finished floor to be set by Governing Building Department 13. surveyor to set in field. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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 18. with F.B.C. R31L - see permit info box of code edition Gy�(psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Ao, C1002, C1041,C1117, C11-18, C1218, C1395, or C1396 and shall be installed nccordinn to the following: (FBC R-i02.3.5) ::, ._ ,: Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framin members x min. t icknesa Ceiling Perpendicular 24" 13ga 1 3/8" lloong with 19/64" head TNailsScrews2" 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with 15/64" head Walls Either 16" Direction OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 15/8 ,bong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or 4d cooler nail e 0.092" dia �R 1 1/8' long with Walls Either 16" g" 16" Direction I/4" head OR Ggpsum board nail 0.0915" dia. x 1 I/8" with 19/L4" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" 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 apprc 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. insulation including facings such as retarders or vapor permeable mem5ers installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. iR316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 underlagment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x 11/2" nadc ( 24" o.o.) $upport°ng Max. 18101bs. uplift Grade T Aluminum Drip - Edge il Fascia 2" x 6" Kagcan full o vent ving ueng 1/8' dia shank x I roofing nails with 3/8" product approval - see 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell 12 PRE-ENGINEERED TRUSSES 4I at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord or trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (U #5 bar cant. For bottom row over openings #I 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 Frfod insulation on typical 8" Block walls All drywall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted ace Foundation plan notes For spacing at openings 4" concrete slab with f°bermesh OR 6 xil#10/10 WWM on L mil V°squeen over clean compacted termite treated fill I I I I -I I I IE1111 III I - -'"-� 111E1111-1 I II I 11111�''- 14" x 14" Concrete footing %� 14" with (2) #5 bars cost. and #5 F I C A L SECTION transverse bars at 48" o.c. Scale : I/2" = I'-O" Sliding I AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft, Rear Porch = 114 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2.124 Sq. ft. Total Cubic Ft = 11,192 1-1 2' VTR o J�� I I 12„ O 2i'A„ � I 12,E 1 BATHER i i I LAV-1 ih I �L,AV-I �,� Masonry Beam IN 12=1 fixed door sliding door 1 1/2„ Sill Door Detail At Masonry Wall NTS 2" LAUNDRY 3" 2" ' 2" 1 2' AAV 4L2' VTR 3„ BT-1 3" 6-1 1 2, KTICHEN 2" 2„ LAv-11 3" � 2„ WC-1 BATH #2 PLUMBING RISER 3 I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall yp°cal Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval larnk Window Schedule Mark Size Rough Open. Window Descrl tion PRESSURE ZONE I. 4'-5%"x 5'-3%" 54%a"x 63%;' Single Hung ZONE 4 2. 6'-2Ys"x 5'-3'/e" 15" x 43 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2'Ii2"x 385s" Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" 54318"x 54y8" Single Hung ZONE 4 ALL Windows to be aluminum windows wl 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 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X V-8" 41 i/4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 4'-O" X 4'-8" 14" x 81 %2" 077 .t:- Sliding Glass Door ZONE 4 D 2'-0" X c-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 °/2" H X-L" X V-8" Solid Core - Wood - L-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 4-Panel J X-6" X V-8" Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X V-8" Solid Core - Wood - 4-Panel - Bi-Fold L 1'-L" X 4'-8" BI-FOLD 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 manufacturer s specs prior to construction To septic O I LnM Install windows thru buck into block with 3/10 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 Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 4" PT Buck of wall ariea INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru Jamb into buck ON ALL JAMB, HEADER. AND at each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS m STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF fDL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WiND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 1p ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, 6. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS- ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fib OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON F L/4N 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.... 8. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'—I1" wide. and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 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. 35 bar vertoverlap w/ Fill call with concrete and 30" overlap „ 111 (I) #5 bar vert. (typicaU- Thicken edge to 8 x8 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. at each filled c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 45 bar continuous VxV #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE 6"x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill a' Grade III IIII ITIIII 1111- 114"w x 18"d Concrete Footing 11 1 with (2) #5 bars Cont. and #5 transverse bars at 48" o.c. TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-0" 4" concrete slab with fibermesh OR 6"x(V #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per v...., foundation plan ) #5 bars coat. bottom steel DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter IL" below finished floor _ 30"x30"xl6" concrete i column footing with !4) IIII=III 49 bars each way S 3 0 " SCALE 1/2" = 1'-0" PORCH SLAB EDGE DETAIL 95 bar coot. in curb Curb height Verify based on foundation plan Grade Wood Base 77..: Contractor to provide proper foundation cfiairs for proper steel installation 30" min. SCALE 1/2" = 1'-0" I_ -I #5 bar vert- w/ -30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar vert. (typical). Filled Cell Masonry Column With One -Max. spFrom Footing shall not exceed #5 FFTo Tie Beam 48" unless otherwise noted g see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill ;;. '=%• I- 14% x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq, washer at IS" o.c. overhead door track secured to wood iamb 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 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 14'-O" 36'-O" 10'-O" 121.' 10'-0" _I_I_i_00— OO — — — — -- °° I — — — — — -I I I Rear Patio/Slab t - to be poured separatenL Q from the house slab. p �I Thicken footing to 24 m CC<1 FI 24"w x 14"d x 24"L cn - under filed cellar J �n I under grader bearing. - n I Eml ICDI°O ° O I I F I lisI L— — — — — — — — — — — — — — — — — — — — — ,I CD I Rear Patio/Slah to be flush with bottom of Um I sliding door recess. FI v a­c, c Slope 1/2" r LLN I I F o I I; I II I 1 FI o, I H B I Vanity to be I-d 34 Y2"high 4" concrete slab with fibermesh OR O C 6 x6 #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I � I FI I o� I I / I -� I C°O I I I I FI I; o I�I I O I 'V- I FI ° OID g ° I � F F51 eniA r5 0 1 I A/c ° F— — --- ts #I II no I rl 4"Pdiedt w% Concrete 0 F5 &L I I p l I IDIQI I M o o I FI I I M a iu wQJ I I I E a ro I I a FI I o I o —r V E E C4LU 00 iL 3 a --�--- - 0UiiiiiIL " 0 o � bD H.B. I Fso I o ° I up c I O o 1 I ,a a L— PS Recess for — — —— J 0 u F4 r 1 F r ll ri inh Garage Door nr 00 — —F.——— — — — — —— 3'-5" Extend curb steel into footing #5 bar vert in filled cell to end of "Z" bar -at curb transition #5 bar cont in T of concrete curb iPr 1 in F 24" T I ui - �----------------------- in 1 24 Lri _ 45 "Z" bar at each 12" Cont. bottom steel cont steel bar. see foundation plan STEPPED FOOTING DETAIL SCALE 1/2" = 1'-0" a `e g Q — 6.5" Stop F 12" x 12" concrete column block fille 3'-5" with concrete and (2) #­1 bars vert. into lintels above FOOTING SCHEDULE Mark Size Description I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IVE) COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x 8"D ITHICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS l�J 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" ROOF SHEETING ATTACHMENT DETAIL i. rnnimum ixoii 7ize - ou ring arlarik 1111 . e... P tv 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keg Area Edge Field Fastener Max. Pressure Zone 1 ri 6 6it 8d ring shank 45 psf Zone 2 ii 6" Sd ring shank % psf 3 " .4" 8d ring shank 84 psf IZone ** Zone 3a 1 6" 6" #$ wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Verify with Plan >I Column to :Intel 12"x 12" lumn Block Rebar Provide #5 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 N Provide U5 bar set in pre -cast lintel Into beam where length of the opening calla for It. f 4.. I, r Provide PT Buck attached per ,Iamb details into Pilled cal 4' Pre -cast Sill l y ,77 r.4 .'I i} i —Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie Pilled cell steel into continuous Pooter steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" bloclil to Vertleg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall usin 5/8' dra. threaded rod sat min. & into wet beam and (22) 10d nails into truss R-II batts Min- °— verb TRUSS BLOCKiNG DETAIL AT GiRDER STRAPPING.: Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed 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 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced ("o.c. at all lapa and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark Window or 0 Unit Width Lintel Size Cast -Crete Specification Rays of "H" Block Above " " Bottom steel Size Top Steel S1ZQ Max Gravity Load IPLF) Max. Uplift Load (PLF) may- Lateral Load (PLF) L22 2'-2" V-V 8F8-OB/IT 1 #5 3069 1519 1024 L31 T-6" 4'-0" 8P8-OBAT 1 #5 2561 1363 11.3 L45 4'-5" 5'-10" 811118-OBAT 1 85 1105 909 331 L50 5'-0" L'-0 811118-OBAT I #6 1238 835 121 L60 1.'-9. 1'-6' 81118-013/IT 1 #5 1011 121 534 L80 8'-0" 9'-4" SFa-I13/2T I #5 2 #5 152 591 512 L90 I 9'-D" 10'-V BPS-IB/2T I #5 1 2 #5 643 530 401 L9oB al IO'-L" BFI6-I13/2T ONE I #5 1 2 35 1533 1183 401 LIO0 10'-0' 11'-4" SF8-8/2T I 95 1 2 85 562 444 452 LIOOB 10'-0' ll'-4" 8111I6-0/2T ONE I #5 1 2 #5 1366 1028 1 452 L120 12'-0' 1 13'-4" 8P8-IB/2T I #5 1 2 1 #5 1 411 428 1 324 L120B IT-O" 13'-4" 81111I6-0/2T ONE I #5 2 #6 1016 110 324 L140 14'-0' 15'-4" SPIL-IB/2T ONE I #5 2 #5 1250 L09 259 L160 IL'-O' 11'-4" eF8-IB/2T 1 #5 2 #5 300 192 194 L1605 IL'-O" 111-4" 8PIL-IB/2T ONE 1 #5 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER W-Off LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal "f hurricane anchor at each truss with (10) IOd x 1 1/2' nails 24" o.cJ supporting Max. 18101be. uplift Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd rls at each web Aluminum Drip \ / Edge t Fascia 5/8' thick stucco on 3/8' hi -rib lath attached to horizontal and vertical wood 12" framing with nails or staples to provide no less than 1-3/4" penetration into 2" x 6" Sub-Fasei horizontal wood framing and 3/4' penetration into vertical wood framing members Kaycan full o vent vongl soffit installed using 1/8' die shank x 15' long gals. roofing nails with 3/8' dia. head per product approval - sae chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"xa" wrth concrete and one #5 bar continuous BEYOND Top of footer IL" below Finished floor ta ;IIIIIIII =IIIII�I�—I�I� -IIII-IIII, Brace Gable and with 2" x 4" SYP 42 aft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES w 24"o.c. TYPICAL ( shop drawings by manufacturer ) to a L x 10 r OU rn �w ° a a a W __C N u O I ra V q O ms, E10 °D O �UCV Q w En Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom - of top chords using (2) IOd nails at each truss R-30 blown fiberglass N Q yin bottom chord of trusses p -I/2° drywall with smooth Plnleh ro o W Two rows of beam block filled with concrete .and (1) #5 bar cant- in each row. Substitute precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings cn 1/2" dryywall over I" x furring strips at 16" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan IIIIIIII—IIII IIII— ,'�. ".. 1=IIII=IIII=IIII11 as n field and C el Poured Concrete or \ concrete block wall Concrete Anchors F Manufacturers Space Flush Noun Trusses at 24" c.c. see shop drawings by others transition v apprapr per mar on Irk `late( R-30 Batts Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dra. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with ( 2�" O.C.) supporting Max. pp 9 (22) IOd �R-II batts truss lea nails into ber detail truss. Add blocking to on this sheet CHETA 20 1810 Ibs, uplift ceding ical section I m o I � I I u w i a I L I I i I I I I IetS' I 1 Stud Detall Stud w/ Die Coat Zinc NTa j Nickel Plated Wing Nut er Detail nts II W 2 O Q W (Y W N I LU L :3 Q WUm 7 LLIHE IV � uJ u-D LLI 0 to Z:trn Z 1O LLI� I W a IV e8 (L O W All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. H TA 20 ro Mortar to be Type "M" only proportioned Der FBC R601.1 and Mortar joints shall camp"lg with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and ROOF FLAN (U 45 ppbar Vert. (typical). 48not ' unlessnotherlwi a noted exceed Wood see foundation plan notes for - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4' concrete slab with Fibesh - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil ViVlsqueen over 6"xb" #10/10 WWM on 6 mil en clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ' ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. III=I�I .a..`, III=IIII=IIII ;,,IIII— - ALL TRUSS TO TRUSS CONNECTIONS BY —III— II-IIII= TRUSS MANUFACTURER III=III =IIII IIII- - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14• TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION FI (IIII il'' 3 TI pical Section at Front Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION IN VAA WA 0 ��rrp;Vor F" FOA MAE 1A Ar e uW7100M. MVIEN 1-2-19 PANEL "A" Poles SR Load Wee Description area circa Description Wee Load SR Poles 1 20 1.2 kw a12 Rarngerator I Range a6 12.0 kw 60 2 1 20 1.2 kw 912 Clothes Washer 3 1 20 1.5 kw all Kitchen S.A.C. 5 L Dr or 410 5.0 kw 30 2 1 20 1.5 kw $12 Kitchen S.A.C. I e 1 20 - 812 Bathroom Racapts 9 10 Air Cad ear a10 5.0 kw 30 2 1 20 1.2 kw 012 Dishwasher 11 12 1 20 1.2 ke a12 Microwave 13 14 Air Handier #10 5.0 kw 30 2 1 15 - $14 General Lighting 15 16 I 15 a14 General Lighting n 18 WH a10 5.0 kw 26 2 1 15 - a14 General Lighting 19 20 I 15 - 414 General Lighting 21 22 GDO a12 0.81 KU 20 1 I 15 - $14 General Lighting 23 24 Spare Spare 25 21, Spare Spare 21 26 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watte) General..Lightmg_ (3.,ggp..sq..rt.)................ Small. P�pphance. Circuit(s) . ........ . . . .................. .. .Range! ....... ......... ......... ......... ................. .Refrigerator.................................................. Microwave Dish . Washer Clothes Washer .CIDOSI..Prger...................,............................ Water Heater ...................... Garage. poor. Opener........................................ 1135 3 5.205 2 1,500 3,000 1 12,000 I2.000 1 1,200 1,200 I 1500 1500 1 1,200 1,200 1 1,200 1.200 1 5,000 5,000 1 4500 45oo 1 810 810 Total Watts 35AIS First 10000 Watts 9100% 1 10,000 10,000 Remainder 2SAIS e40% 1 O 10.244 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet j} Ceding Mounted Light _0 Special Receptacle Wall Mounted Light Wa= ground fault circuitInt Light with Pull Chown (attic) ® Floor Duplex Outlet © Computer Connection Jack Carbon Monoxide Detector 4& Flood Light (D Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑t Telephone Jack arc I A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 149 CFM IOxlOx6 149 CFM IOxlOx6 J\ 12xI2x10 B/A Vent_tFuru _-__ Sofflt $14ATH 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C diac. A/C disc. #2/0 AL SER Cable 13) #1 THHN Copper With #1 Grnd r 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can n meter can Intersystem bonding Interagaten bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bar a6 a sir ire GEC Bar aG aqppsir ire to P2) e'- Galuvanmed to (2) 8'-O" Galvar ied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER e. p E 1 Opt. PATIO/SLAB Covered Porch I GRE,a T ROOM`l I 12xI2x10 I B/A 201 CFM Center Registers a \ Q/]�/�-/o ceding fan 208 CFM �1 loxox I \".4 Ioxloxl I01 12'i DIKING ROOM ill X I a L-- - - - - - - 1 21 FM I42 CFM tl 12xbxi a 10 x6 I�" 2gx2QR Al 15 CFM - - - - Sx4x4 �i� ATH T I I I- Ix Lu _ A is h ci N I 1 146 CFM L - - - - - J IL 10X6)L 150 Amp Lc:__4'4Z Meter Panel r- 8 C'tP GARAGE 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 SECOND tl BEDROOM 1\ j 12xl2xe B/A Exhaust Duct Thru Soffit H.B. Vent thru Soffit 4" Exhaust Duct Thru Wall w.p. G Install owleAorto under disc.not shownto clarity COVERED I o; PORCH MECH,4NIC/4L L;4Y0UT - Contractor shall use AL-CU Landing lugs_ NTs - Contractor shall use AL-CU Landing lugs. NTs Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which SCALE: 1/4" = Ii - Oii shall be verified prior to construction shall be verified prior to construction - Verifg AIC/KIC Rating prior to ordering equipment - Verdg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only From panel to devices 15. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 20. All equipment and panel sizes shall be verified beFore The to 2. Provide and wire all required smoke t Carbon period years ordering. contractor shall provide circuit routings 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. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that mail have been damaged. 6. Recessed cans to be installed per NFPA requirements. 14. It is not the intent of these plans to show every minor detail 22• All racewags and pipes placed in or through any concrete 1. Tamper 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 system and provide all largest conduit or pipe from ang other service. S. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 23. All below 9'-I" be EMT 9. A(C ReFri r�pprr��t lines that are run thru slabs must be proper working order_ exposed wire shall installed In metal P sleeved inYC 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 RMI502 12. contractor, the completed s stem shall be fully operative. Contractor for Fees, and telephone company. shall pay all permits, testing, and blower 13. inspections including testing where required. All work be coordinated trades to 18. The electrical system shall be completely and effectively shall with other 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 or the work. Ai C Meter MASTER c BEDROOM i 16" S�L_-_U_-- CLOSE Opt. PATIO/SLAB Covered Porch 1 \ \ I \ I � r w.p. GFI v v I �u Smoke / Carbon G R E T Monoxide Detector R O M Combo I s I CM I I i� II II II I I I I I I DINING ``GF 1 1 Room I 4- I \ o I �i KITCHEN I �I L - _5Dok€ L GArb-o Monoxide Detector /24Combo" I 3'-2" 3'-2" � � CHInE6 4F- � - -oB AT �I 50 CFM 0 F N G I GFI 1 42"h GFIII W.H. E - - - - - 11(m � Cente 22"x 54" , 17, Q \ ` I A cc aKh tight ~ , \ L J Lt_] `\SECON'D--- 150 AMR Optional BEDROOM Panel Pc� panel location ® $ Pull chainl i$ T \\ \ light in attic GARAGE AGE 42"h GFI � e PB II Garage /VjJj J� Door � Opener \ r-----------------1 1 1 \N I I I I IN, I I I I I I RSEr FCF-0-R C H ELECTRICAL PLAN Braden It Braden AIA, PA Architects - Planners '411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart. FL 34994 UAAC000032 l SCALE: 1/4" = I'-O" Attic Ventirici Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit Post Light with,- ° o Photo cell I N v H.B. Exhaust Duct Thru Soffit a- Wiirre For Front Post Light Wgnng THE Building Corp. STERLING MODEL: GARAGE LEFT 11 ISLANDIA Date Drawn : 3-31-20 Drawn by: C.C.U. Checked by: D.R.B. Revisions : REVIEWED FOR CODE COMPLIANCE ST. L.UCIE COUNTY Sheet F - 1 OF 5 Comm 4 20-0 Spanish Lakes St. Lucie Countg Florida shop drawing approval is NOT..a "double check" of the contractor. - The contractor shall: remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and TRUSSES FOR THE FIRST MODES SH UI-D BE SHIPPED ,AND SUCCES SFUI_!_Y SET BEFORE ANY MORE TRUSSES AKr BUILT 0� IAT MODE. their re active locations .' Approved By:.1// .- �► ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH �h 30' Span or less 30° to 60' Span A o not stand on trusses until they are braced per BCSI pro erly nailed to straps angers o degrees Spreader BarAj' or less' r i :- 1/ 2 _— ag F'-- APprox 2/3 to T g Line span approx. Line 1/2 of span REFER TO BCSI REFER TO BCSI Truss must be set this way if crone7.eedTruTss.m,,u9.trbe setthis way if crone used. Truss is an example. your truss me, net mexample, truss may not match. AIF-2 HAIIIV�1___�R NG7T� 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 ICODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. /L � /CL�(L � L Insist crone operator sets truss this way. Insist crane. operator sets truss this way. - - Carrying Girder For Truss to Truss Connections see hanger/connectorTDome be as de tabs o schedule in engineeringanails. package. Carried Truss SEAT PLATES ®Y CHAMBERS 12 4.00 F­— zo to 2.0012 �}8_— cn r upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT to 12 4.00 17— io 1' upsi l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL I t INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER ATA HEIGHT OF li ABOVE FINISHED FLOOR 1 M pop IMP r / AN i �P, -- �■_ ®� /1 �— — - ATA ® .■�■_ a ■— ® ••a ATA ®, ATAPON BHA ��■■�■�■��■��■���■.� "���I��:■�■ley I, r I• r I• r 'I '/ Ir it w\�i • •• I®��I®I®I®I®I®I® i®I�I®I�I�I®�® I I 5'4 3'4 GARAGE LEFT rA Q m m m m m J2 2 J4 4 J6 6 GRA Al 3 5 1, 5 5 AV A5 A5 A5 A5 At ATA IATS _ J bo TD J — N R V) ep a) r0 W c0 as m W W m U) V N � A o i\ J J m 2.0... INT .001 NT.� I . I 2, _ 13'-6" � � I I I ATA ' - ATA � INVERTED "V" WEBS AT CENTER WI9' B.C. PANNEL. LOAD WI (2) 50p POINT LOADS PER TRUSS FOR A/H/U ATA ATA ATA ATA �' B I i •� BHA I I � � 1 J2 Date:--- — Braden .& Braden A.I.A. P.A. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which Is the sole authority for determining. successful fabrication of the trusses. 2 All dimensions In this layout have been verified by the undersigned. .3, Unless written nodes Is provided by certified mall to Chambers Trues within ten (10) days of delivery the underslgnod agrees that no backcha ees will be allowed., in the event such written notice is fumished Chambers Truss shall have three (3) bu�nass days in which to begin repairs required, or to substitute othectrusses, at Chambers optlon.l 4. The undersigned acknowledges nacelpt o1 "BCSI 1-03' summary sheet �y'rPl & VVTCA. S. Delivery is to Job site, It Is the buyer's' responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the Job site or a potion of the Job site for delivery. Chambers Truss will be responsible for dump delivery only, The buyer Is responsible for additional delivery expenses If Chambers Truss has to redeliver because Job she Is not prepared for delivery or buyer Is not prepared for delivery of trusses, Guyer Is responsible to Chambers Truss for towing costs duo to she conditions. B. Price as shown In paragraph 7 below Is subject to change If any changes em. made in this layout A $50 per hour fee for revisions may be charged by Chambers Truss, 7. This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If ne, agreement a reasonable price. Involve will be made on delivery and paid within terms of net on delivery. Invoice may. be made at scheduled date of delivery It buyer cannot accept.. delivery of fabricated trusses, The undersigned agrees to pay Chambars.Truss reasonable attorneys fee for Whections In event of payment not timely made. 1-12 %, por month service charge will be added for all sums not paid within terms. - a. Signature or Initials anywhere on this sheer constitutes agreement to all terms herein, ee in consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default in payment for material 6e made by the recipient. 10, In the event of any litigation concerning this agreement, the items furnished hereunder e Bola referred to herein the parties ag ree lea the. the sale venue for any u payments � � P g y such action will be Saint Luce County, Florida. I ' 11. Design responsibilltles are per "National Standard And Recommerl Guidelines On Rasponlbilldes For Construction Using Metal Plate Connectetl Wood Trusses ANSVrPIWTCA 4 - 2002" . DATED SIGNED FOR TITLE I _ A spreader bar maybe regt(lred per "BCSI 1-V' to prevent kVuiY & �9e• Multiple ply trusses must be fastened togithar per engineering before they are set, failure to do so can result In root collapse. Temporary and permanent bracing are required and can save life and property and Is the resp_nsfbllity of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trttseas must be setand braced pe�lieslgn m Pit �ltrY6 dansage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS L4YOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Piercer Florida 34982-6423 800-551-5932 Fort Pierce 772-466-2012 Fax 772.465-8711 Vero Beach TT2 569-2012 Stuart 772-288 3302 ' 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in li Roof R.D.L: 00 �, Top Chord Live 20 R ., , Top Chord Dead 7 4.2 �+ 0 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 0 _ , TOTAL Load 37 7.2 w H Duration Factor 1.25 m = Wind Speed 165mph L ;, Top Chord C.B. Sheeting by builder. `—° Bottom Chord C.B. Sheeting by builder. H Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 I Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. .� MI 4: RLC ACAD: RLC Reviewed By: - - Date: 11/14/16 Revised: 10/23/18 a FOR 1T-6• S-4- rat /EDWNNE DEVELOPMENT CORP. �� 5'-4" � 15'-10" _� — SOD , MP sou � ��E�IIPTION: GARAGE RIGHT�,.TFLING PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412