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HomeMy WebLinkAboutBuilding plansI Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 ga. Sv crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment Installed with min. side laps and L" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach ZZ deck to trusses using attachment detail on this sheet 3/8" thick light textured Itucco on typical concrete 12 block construction SLOPE 1.4 RIGHT ELEVATION b 2. o. COVERED OPORCH I 5/8" thick x 8"w cut Finish Columns with / coral finished stucco bands 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.e, max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced 6" o.c. at all laps and two staggered rows 121, o.c. in fie deck to trusses using attachment detail on this sheet 1 0'-0" = Finished Floor --------------- --------------- 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4" = 1'-0" IDA Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, SUding Doors, lirmdom & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TE T EzSp anion Date Design Pressure of Approved Teats 2r3 $4 FL# 11499.2 Single Hung g g Series 185 MI Windows and doors x aycons uWI ml❑❑ pqn iptggm at max ran eec corner end L o.c. ti ereer'ter through T Buck Into eohd Pilled CMU wall maintmmn min 2.5" edge durance m serial adherence to the product approval. g ± 60 pef A 16-0330.02 Overhead Garage Door Morel 824/811 9'- nax width L'-O" max height DAS retail 2' x 6' 5TF 5wk to CarICNts block With • Coll With D e5 bar vat. atop 3/9' x 4' •Hi ti NLC 8uw arche. rt e' ac. h L25' y qm an. I cape d=ce. Install track to buck is 5/°K'°x°�I"s�%e fun ehrsed lap wr•u. m each waeket mamtanmp art or 1.5' adp• distance - OC Lo "Mclu Lhae to product approval rants 1/I6' ut washer an ralia shats. 10-9-21 + 50,0/-40.0 sf p E3 FL# 16614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4" din. tapcon with min 1.25" embedment at 3" max from corners and 1.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 SlidingGlass Door Serves 420 MI Windows and doors L iq, x �pcone W nil . penetraton at maz. ion each corner and l" o.c. atl doWle tau thereaPter through1r it. buck Into sold hued CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method x EExspiration Date Design Pressure of Approved Teats Mullions FL# 15353.8 CM-185311 vertical mullion Ml Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip, Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF Roof FLU 11G51.12 5V Crimp Metal Roofing g Gulf Coast Supply and manufacturing 2G a. 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 R (type st ne I i felt underlayment installed with min. it aide lain and L" and resistant tin cape and with .c. ring nhenk nails legs fastened with all laps at all laps and two staggered rows 12" o.c. in field. Attach spaced L trusses deck to trusses using attachment detail an roof plan - 08.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit ICagcan 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" dia. x 1.5' Iona rina shank nails with 3/8" dia. head, +55.0/-35.0 PSF Hurricane Panels Fin 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid act lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) TERMITE TREATMENT REQUIRED Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 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 stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 Ib Felt using 8d nails. Substrate to be 19/32" CDX PI wood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing, I1-I, II -II I t I -I -I II -II I ICIMiss -�-� I[0I I�� 1-1i III �IC�lli III' 5/8" thick x 8"w cut / coral finished stucco bands THESE PLANS AND ALL PROPOSED WORK ARE SUaJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES - �NI/2" drywall ceiling on truss bottom corSONCEALED FASTENERS OR ATTACHMENT. 2" x 4" top plateTI ARE THE RESPONSIVLITYOFTHE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED base -board 1/2" drywall on 2" x 4" studs at W' o.c. 2" x 4" P.T. bottom plate FRONT ELEVATION ST. LUCrE CpL,NTI✓�,�'� REVIEWED FOR C DP, Iclnc REVIEIVED B ' DATE PLANS AND I ERNnTMUSTBE OR NO INgpECTiON WILL BE hICEP ON JOB \ 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Searing Partltlon nts Braden t Braden AIIA, PA WwrIne Building Corp. Architects - Planners S.E. Coconut Avenue T II II E H IIII �l IDS CICl Tel (172) 281-82�a8 WIII I Fax E-mail: Stuart. FL : (712) 287-8283 bradenaiascomcast.net 3'499G UAAC000032 Spanish St. Lakes. L Count y Florida SCALE: 1/4" = 1'-0" 8'-1" SEARING 0'-0" = Finished Flooi ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINC OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORF AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Balding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: l�l�'-Q " Roof Pitch: 4:12 Internal Pressure Coierficient: ±0.18 Subjectabdlty to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: B'-,4" Wind Speed: I6.5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment Factor for Exposure Height: ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.4D1_+O.60L Components $ Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: " Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wail Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ea Are Components an Cladding Detai s Provided? Yes Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: S1 par ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD. -I oaf FLOOR DEAD LOAD' 1O par JOB ADDRESS: Model: Date Drawn Revisions : T Sheet P O fi� C H Dawn llREAR by: � . C.C.U. RIGHT Checked by: D.R.B. OF 5 TS I$°PITCH E::] = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Comm 4 Recess top plate Via x 3/8"d for steel support angle see detail on this sheet Counter top - verify type with contractor 35'-O" FLOOR FLAN SCALE 1/4" = 1'-0" CRASH POST DETAIL TYPICAL NOTES: N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high bg 4" diameter proceeding with work. steel crash post. Floor p in g Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 k5i steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete, ALL Concrete used for vertical filled cells, cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 0 2'/;' 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R102.3.5. 2'r," 1. ALL wood in contact with concrete shall be pressure treated. 0 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. y; 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 bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302,6 1-4. Door between garage and residence shall be I-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. 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 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31� - see permit info box of code edition 18. Gt� psum board material shall conform to ASTM C36, C19, C415, C514, C00, C931 C960, C1002, C1041,C1111. C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) r' x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails / Drywall Frammp Max, spacing Ned srzin options prior to door attachment Thickness Location Orientation Membe of fasteners for of installation drywall into 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 C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the Wall tile in tub areas and wall panels in shower areas. 21. Insulation Including facings such as retarders or vapor permeable members installed within floor-celling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread in6 ex 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. R31L. Gulf Coast Supply and MFG 5v Crimp Matal rool'ing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 4 18101bs. uplift i Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit instailed usingg 1/8" die shank x 15" long gals. roormg nails with 3/8" din. head per product approval - see chart sheet #I 5/8" thick light textured stucco on typical concrete block construction 45 bar vert. w/ 30" overlap - at each filled cell Grade Wood PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 f11-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RLO12.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 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 6"x6" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill iYI I I I=IIIII -III� 11 1 III IIIFM 14" x 14" Concrete footng 14" with (2) #5 bars cont. and #5 TY P I C A L S E C T I O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" tom Steel countertop support angle Install 6" from each end and - one in center of counter. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 14" o.c. x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall II apes I #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door and NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRiOR TO BUCK INSTALLATION Install windows thru buck into block with 3/I6" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." c.c. max thereafter at ambs and 20" o.c. max. Exterior race at head and sill per product approval of wall --\ \ Buck to be I" x 4" PT L)etall at WIndOWS Buck nailed to case hardened nails prior to window attachment NTS 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 O Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment " fixed door sliding door 1 I/2" Sliding Door Detail At Masonry Wall NTS Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,lambs per product approvaiJamb Window Schedule Mark Slze Rough O en. Window Descrl tlon PRESSURE ZONE I. 4'-SVIX 4'-6 ya" 54%s"x 54Y8' Single Hung ZONE 4 2. 6'-24"x 5'-3 %s" 15" x 63%W Single Hung ZONE 4 3. 2'-2" x V-2/2' 21%'x 38%" Single Hung ZONE 4 4. V-i" x 5'-3%;' 38" x 43'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint Ind mullions per elevations. LL windows to withstand pressures In permit info box on sheet 1 ALL windows in bathrooms to be tempered bg contractor Irouo manufacturer5 specs prior toconstru w hction Door Schedule � M rk Size Rough Opening Door Description PRESSURE ZONE 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X C-8" 41"%" x 83N" Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-8" 14" x 81 /a" ;;� �`"" Sliding Glass Door ZONE 4 2'-O" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" X-0 X C-8" Solid Core - Wood - 6-Panel 5'-0" X C-8" Solid Core - Wood - 6-Panel - Br -Fold 7-8" x 6'-8" x 1 N" Solid Core Wood, Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE W Al wi Exterior doors to withstand pressures stated in permit info x on sheet #I DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 rough opening dimensions to be verified by contractor h manufacturers pets prior to construction Verify attachment hole location with GC prior to fabrication 3/8" thick, steel bracke COUNTER TOP BRACKET DETAIL Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 349% #AAC000032 Wynne Building Corp. Spanish Lakes St. Lucie County Florida Total Cubic Ft = 14,024 MODEL REAR PORCH RIGHT Date Drawn : 5-9-I1 Drawn by: C.C.U. Checked by: D.R.B. Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq, ft, Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. Revisions : Sheet I Comm I 2. OF 6 STR� OTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,bOO 1-'SF SC)IL 1. 5LOFE ALL FORCH 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 10. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MiL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. ii, ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 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 TO BE SPREAD IN 12" LAYERS AND 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 1-1• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUNDATION F L/ N PRESSURE TREATED. FASTENERS TO HAVE MIN. G186 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 �{. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6 -O" to q'-II" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. 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 -I( and A-35 specifications. ALL Anchors to be A-3071 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/ Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET FQ 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0"0" F6 1211W x 18"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" cooigrete slab with fibermesh OR uR tiuc 6"x6" #10/10 WWM on 10 mil Visqueen over clean Compacted termite treated fill m = — in Grade — IIII1— .; m E 8, SLAB EDGE DETAIL — III IIII= 14'w x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" I'-O" 14" #5 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 6"x6" #10/10 WWM on 10 and Visqueen over #5 bar Cont. #5 bar in curb clean compacted termite treated fill 01-01, di, / Grade 0" (2) #S bars cont. bottom steel P 14"w x 14"d concrete monolithic I— III —III footing with (2) #5 bars Cont. 12 4" F 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I'-O" GARAGE CURB DETAIL 12" x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of Tooter 14" below finished floor Verrfg house slab height in field 30" rl COLUMN FOOTING DETAIL CALE 1/2" = 1'-0" J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 601x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. 0 Ln 10" (2) #5 bars cont. bottom steel I2° DETAIL AT 9" GARAGE STEPIDOUIN SCALE 1/2" = l'-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. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conic. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O Double Filled Cell Column Single Filled Cell Column NTS NTS 0 r 12" x 12" concrete column block filled with into concrete and lintels above (2) #1 bars Vert. tied r-- 00 oa i i oo ° a ° r---- •�---- FI- ---- —� °-- F4----— LJ�----� --- � I I nF ELT I FI I 24„ I Filled cell under r- girder above O I FI J Rear Porch Slab to r be poured separately 1 W I NI O from House Slab. O O I L � <n ° O I Thicken footing to 24"w x 14"d x 24"L I under filled cell E XL �Ue m I under girder bearing. O O DO na ~aN FI FI O I Rear°Patio/Slab to I be flush with bottom of sliding door recess. I D Slope I" I O I li I I� I I I F t- i I to I of I I I I:" A/C location 4" concrete slab with fibermesh OR I 6"x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I `° (I m I I 0 FI DRYER A5WER I ID I to I I F- F- I I F- i r- TERMITE TREATMENT R40U1heto FI I JI �1 ;I -i I I -i i l 7I FI 4" concrete slab with fibermesh OR / b"x6" #10/10 WWM on 4 mil Visqueen over clean compacted termite treated fill �I I I �I I I F�# W 1 = IQ L__� I �I Lis — — — — — — — — � (] d) r--� — — — —— — i I LJI in 9- F51 O 14 step W -1 Lu -;IFS Z i r I I —' :jO O 1.5" Recess for,, — Garage Door zn .r 2'-8"9'-0" 2'-8 Braden t Braden AlAt, FA Architects - Planners S.E. Coconut Avenue BFax Wynne Building Corp. THE I D CJ C Telel (112) 281-8258 W I� Spanish Lakes (112) 281-8283 E-mail: bradenaiascomcast.net St. Lucie County Florida Stuart_ FL 3,499ie #AA0000032 MODEL: REAR PORCH RiGHT I I 1 a I DW I w I I I U I " to I MICROWAVE REP. NON -VENT OPENINGR O. � O I O H.B. m o0 -- v ---- W.H. I 4110 Steel Ballard See detail on this sheet I I I I i IlL I I � F51 I I I � I I I I Io I� I I �- F- 18 I - 13'-O" O I I I F5 I �-------- --O O O 1.5" Recess for O OO Garage Door 9'-01, 2'-8" Date Drawn Revisions Sheet 5-9-I1 Comm Drawn by: C.C.U. 3 , Checked by: �0 D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plqwood 4. Use nails or screws based on Pressure for roof' stated in permit info box on these pans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6'i 6" 8d ring shank 45 psf Zone 2 " Lit ad rinq shank 16 psf X11Zone 3 141, 4i' 8d ring shank 84 psf ** Zone 3a 6" 6'i #8 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 Concrete / Lintel Column Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete BUS-OB/OT precast `----- ` lintel set in mortar , I Min. 8" Bearing -- --- Verify With Plan �l 12"x 12" t Column Block v9l U� Rebar Rebar 48 Bar Dia. Overlap to Lintel Attachment. NTS Provide #5 bar set in pre -cast O O T SCalf lintel into beam where length of the opening calls for it. - O L t 1 i-nil nii 1 t I, t d On Provide PT Buck attached per jamb ietails into Filled c 4" Pre -cast Sill ver angs a UT ass O erwlse n0 6- - ROOT pitch at 4:12 unless otherwise noted on t — Truss shop drawings to be provided by manufac- - Any changes to this plan Shall be Submitted to architect for approval 1n writing prior to Starti — ALL TRUSS TO TRUSS CONNECTIONS B TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verlf Icatlor Poured Filled Cell — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior to Provide #5 bars with min. 48 bar diameters overlap in Filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: 1/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4" blocking to vert. leg of true& with IOd x 1.5 nmis at 4" o.c. :r Install Simpson MGT into wall usingg r 5/8" die, threaded rod set min. 12" into wet beam and (22) lod nails into trues TRUSS BLOCKING DETAIL AT GiRDER STRAPPING,, AT CENTER BEARING POINT 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 Type 2 felt paper using Sd 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 #11651.12 26 go. 5v crimp metal roofing attached to plywood deck using 99 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 C o.c. at all laps and two staggered rows 12" o.c. in field, Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel Lintel Bar Clear "A" "8" #5 bars CLEAR 1-ength Length Span Bars Bars is ' 2'-IP" 2'-8" 1'-6" 2.43 none 2'-2" 2,43 none 8F8-OB/IT 8FB-IBAT 8F8-IB/2T Additional 4'- %" 3'-10" 2'-8" 2,43 none tt5 are CLEAR 4'-4" 3'-2" 2,#3 none One Row of "H" Block Above �::ti: 5'_4" 5'-2" 4'-O" 2,u3 none 5'-10" 5'-8" 4'-6" 2,#4 none r 9 ,,Precast Lintel� -4" 5'-4" 2,#4 none i `:• Additional #5 bare � "� i „----" i`----y 1'-6" 1'-0" 6'-2" 2,#5 none 8PI6-ISAT 8FIL-IB/2T �'-10" i'-O" 2,#5 none NOTES I. min, coverage of steel=1.5" 2. min. bearing required a ea. iii ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Slze Cast -Crete Specification Rows of Block Above Bottom sterol Sae& Top sisal Size Max. Gravity Load (Isi Max. Uplift Load (PLF) Max. Lateral Load iPLF) L22 T-2" 3'-L" 8F8-OBAT 1 #5 3069 1519 1024 L31 2'-V 4'-0" 8FB-OB/IT 1 #5 2541 13L3 163 L45 4'-5" V-10" BFB-OBAT 1 45 1105 909 339 L50 5'-0" 6'-V or-OBAT 1 95 1238 835 121 L40 v-8" 1'-v or-OBAT 1 #5 1011 121 534 LBO 8'-0" 9'-4" BPS-IB/2T I #5 2 #5 152 591 512 L90 9'-0" 10'-6" 8F8-IB/2T I #5 2 #5 643 530 401 L90B 9'-0" 10'-4" 8FIL-IB/2T ONE 1 #5 2 95 1533 1183 401 LI00 10'-0" W-4" 8F8-IB/2T I #6 2 #5 582 494 452 LIOOB 10'-O" ll'-4" 8FIL-IB/2T ONE 1 95 2 #5 13L4 1028 452 LI20 IT-O" 13'-4" eFe-IB/2T 1 45 2 #5 411 428 324 L120B 12'-0" 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" IS'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 609 259 LILO IL'-O" IT-4- 8F8-IB/2T I #5 2 #5 300 192 194 L140B IC -ON I1-4" 8FI4-IB/2T ONE I #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 14'-O" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs, uplift Aluminum Drip - Edge t Fascia Poured Cot concrete b Poured Concret concrete block i Concrete , Manufacture uminum Panel zes per manufacturer See Typical 5tud Detail 1/8' x 3/32" Wine Nut w/ appropriate washer and epacmg per manufacturer's Details \ II �:I✓i�5' Stud Detail Stud w/ Die CaeE Zinc N' Nickel Plated Wind Nut Flush Mounted Shutter Detail nts Flash and Counter flash Nail ledger to gable end truss with (2) IOd " �ds at each web \ Aluminum Drip \ / Edge t Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 12° framing with nails or stopies to provide 2" x 6" Sub-Fasci no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood rr ming members Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 15" long gaiv. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 12" x 12" concrete column block Filled with concrete and (2) #1 bars vert. tied_ � into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous BEYOND Top of footer 16" 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. Step per foundation plan - Slope per foundation plan '�1=IIII="IIII—IIII "iIIII—IIII T ubical Wood Base Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) 10c nails at each truss PRE-ENGINEERED U ® 24"o.c. TYPI ( shop drawings by mar \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (I) 95 bar cont. in each row. Substitu precast lintel filled with concrete and lU #I bar Cont. for bottom row over openings 1/2" drgwall over 1" x furring strips at 14" o.c. with R4.1 Pi -Cod insulation on typical 8" Block walls All drywall to be installed per FBC Ric and shall meet all pertaining ASTM code o Mortar to be Type "M" oni proportione, and Mortar joints shall comply with FBC Provide Dur-O-Rock at all wet areas Fill cell with concrete and (U 95 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Vrsqueen over clean compacted termite treated fill �������—IIII— FI at Front Porch Simpson fyC FH 1V ouroP l.rwab Lv woe& using aimpson i lli i wiun hurricane anchor at each tfUSS 5/8' die. threaded rod with min 12" embedment I /ten - i,_n„ - ,,, into beam either wet set or in epoxy with Scale : 1/2" = I'-O" Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (712) 281-8283 E-mail: bradenaiagcomcast.net Stuart_ FL S49910 #AAC000032 1-1-91iFlUff LlWifliii hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Wgnne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT Date Drawn 5-9-I1 Drawn by: C.C.U. Checked bg: D.R.S. Revisions : Provide downspout Sheet Comm # 4. Ils-Is C OF 5 PANEL "A" Poles BR Load Wire Description circtt circa Description Wire Load BR Pales 2 40 �.0 kw tt8 A/C comp 1 2 AHU slo 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 4 Ran a tt6 12.0 kw 50 2 8 I 20 1.8 kw tt12 Pump 9 10 Dr er 410 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave i5 16 Refrigerator 412 1.2 kw 20 I 1 20 1.5 kw #12 Kitchen S.A.C. I'1 Is Recepts #12 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. 19 20 Racapts tt12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 24 Recepts #12 20 1 I 20 21 28 Recepts #12 20 1 1 1514 General Lighting 29 30 Recepts #12I 18414 11.012kw12 General Lighting 31 32 Recepts u12 20 1 1 ISttl4 General Lighting 33 3q Exterior GFCI xi2 20I IS#14 General Lighting 35 36 bathroom GFI #12 20 I 1 20 #12 Smoke Detectors 31 38 General Lighting #M IS I 1 20 #12 Bathroom GPI 39 40 General Lighting 414 15 I - spa e 41 42 ilipare PANEL "A" LOAD CALCULATION SHEET Load Description Qt • Watts Total(Watts) General Lighting. (3, watts .Small. ,Appliance, C,ircult(s), ........ ................................. Refrigerator.................................................. Microwave ............................. I ........................ Dish Washer Clothes„Washer, _ ... ... Clothes„Dryer........................................::...... Water Heater ..........................................................:...... Water. Pump ...... Garage, Door. Opener ....................................... sq. ft) . .. _ . _ . ..... .................. . ... ....... .......... .............. .... 1135 3 5,205 2 1,500 3.000 1 12,000 12,000 1 1,200 1,200 1 1.500 1,500 1 1.200 1,200 1 1.200 1200 1 5,000 5,000 1 4,500 4,500 I 1,800 1,800 1 810 810 First 10000 Watts Remainder Electric Heat or A/C 61,100% 21,415 940% 10,000 e65% Total 1 1 1 Watts 10,000 0 10,000 31,415 10,000 10,944 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol l-egerd $ 1Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed P6 Push Button Switch y Exhaust Fan Ceiling Mounted Light Duplex Outlet Special Receptacle o- Wall Mounted Light i Waterproof, ground fault interrupts Light with Pull Chain (attic) ®PC Floor Duplex Outlet © computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceding fan TD Television Jack Telephone Jack ncvo A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrierant lines that are run thru slabs must be sleeved in AVC II, ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and teledhone companu. #2/0 Aluminum reed 1'/2,Conduit � 2" PVC ( 2" ELECTRIC shall use AL shall torque. RISER lugs. NTS 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed 1n or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in mettil EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 NIC/4L L,4YOU O= THERMOSTAT LOCATION SCALE: 1/4" = I' - O " Braden t Braden ARIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaia°comcast.net 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install culet under disc. - rot shown for clarity MASTER BEDROOM ( i � I I GPCI CLOSE I - - - - - -I PORCH ` WP GFCI AM INAN-I10 00 dbL SECOND s BEDROOM// / ( I / I / I THIRD BEDROOM,--�� 87 i I / / (tFCI f� 150 Amp 1� Panel GFCI r--------®_ Garage 1` Door I Opener I GOLF CART; GARAGE GPCI I I I I GFCI I I I I I I I I I GREAT ROOM 1 ®I / I / I / I / DINING I ` I \\ I ` I I (PCI W.H. 4"(1; Steel Ballard See detail on this sheet 22" x 54--1" 1 CJ - ,Attic Access L -ir -�_ J I \ 1 PANEL \\ GARAGE GCtight \ /Pe \ ( ,to caner ` \GFCI / r- --= ----------i / Garage / I Door I / I Opener I I / I I I I I I to galrage lights I I / \ �L�CTfi�fC�� N Post Light with SCALE: 1/-4 = V-O" Photo cell Center Post Li lit Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH RIGHT between driveways Date Drawn 5-9-I1 Drawn by: C.C.U. Checked by: D.R.B. I o- T � Revisions : Wire For Front Post Light J Sheet I Comm # OF 5� LIFE SAFETY WARNING Thijymbol identifies Life Safety Warnings that should be read giV special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'- 0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE STENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO 4rGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY, A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI Span or less A 30' to 60' Span A / 60 degrees Sprea er Bar or less io3 �Lin2 P n approx. REFER TO BCSI Tr, s mast be set Ih,s way if crane used. true n example, your truss may not match. Ieslt race operetor sets truss this way. lra9 4 Approx 2/3 to Line 1/2 of Span REFER TO BCSI .ss must be set this way if crane used This is an example, truss may not mate i.,a.t ­..x nnerrlter sets truss this e'-: All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. A TRUSSES FOR THE FIRST MODEL SHOULD HE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _ ® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers yJC I i R F 1AN DI_EF2 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 CONTRACT OR. Carrying Girder For Truss to Truss _TNailsmUStbe,,5 - - — — Connections see hanger/connector de tabs o schedule in engineeringeoalls. package. Carried Truss SEAT PLATES BY CHAMBERS r T I o> �1'.11fi L PVIY' ♦� RNER_ DETAIL NGS NOT SHOWN FOR CLARITY 12 4.00 i 12 2.00 upset=11/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL : TYPICAL VAULT upset=1/4" 115/16- PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL SkMIMIMIMIMIMIMIMIM INVERTED'V" WEBS AT CENTER WA' B.C. PANNEL LOAD W/ (2) 4� INVERTED'V" WEBS AT CENTER WA' B.C. PANNEL LOAD W/ (2) 4� 0 \\\I\\\\\I\\\\`; \\\\i`\\\\ I 14'-4" I 6' 4" I 14"1 I I INDICATES LOAD BEARING REQUIRED BY TRUSSES CLOUZSED AR[AS ARE OF SUPPLIED BY BUILDER PORCH RIGHT SPECIAL CONCERN & MUST BE t AT A HEIGHT OF 8'-0" AP.OVE FINISHED FLOOR CHECKED CAREFULLY &MAY t INDICATE DE\IATION FROM PLANS.�. �••�—_�� I 1 r n 1 GRA t r• t m i I 1 FABRICATION AG off* 'ira sca mreaermmuma.TrasawaetsrgrraowmaimullipED rb Mgr ds crWorf dru prop"SMI Ou tilReee the be hl k: . Th: MIZ10001d0ft ad.pwa 9'.Tlattsr ee be merle to rdd Odooldefhq hurl Orh trap phcafhall frepeln hymut, rdl(dhlt Ofe pie suft*br de1s11III: Y e.fauCossabr hMlrareg dlhs lrueee ft *a ' A the tafdefabihad 00 yril M twrtmtwrEm t pw'Ided bym�tl b md.These Mtlin Mn (tpl deye' d drlwry Sale" Ill ro bedlihWW tie 4 Yawd.ln Ou eesnt euN hwdan ffotlw M Mfllelhed CtlaMae Tqs e1hY ices ane (� Ouj>,ee drys tf hMWch inl-..• Itlrl!!M%.f er. tlirM4 r\�t _ DMwy is to"ees. it 4 Plbe p 0110W11 h Pageph 7 bebw le a4ect b j6 r rn d�eeae.fs.mea. !j . CYiYyart. A ilRl perharhe brrevMlale Ilay W dhfefaed by ftftm 7R" . • 7: �i1M• h • Pl1RCFVM Of t to Cllaubae.Trlw d the run speed k% a r • yreernut • nesolietle pfU Wake ue be merle an deMry efd pedd tAtlftl tarp d de6°gr' mq. M. et edt�dded d.M-LL de l r hgpr pW isOeafr tsldengted epsse b pry Chembas.Trya aeeeflttle sitolfhsye Me braMdane h rued dpfgawt fld linefy Iffeds 1-1lL %per mnih0l seryas ill arthOlre erywtafs on OiM Bluest oa the • Whsafhfddsnaorh d(lumbers Taws epeaetldb el tefaa heath. adadfe secs r« efM areA.l rh. ledefrpfed and r�i. I J de *WI owed to thdetNelaw bldirft0 rl?ga» tare, r dehhe to ' �� b I>•i wxh tedpy�I, peymat tar messes be merle by an it tt rr wed of my pGdbn oMKM,lh p Ws epfeafw,P. ON dap Ldrud haaader or fetarOd h haakl Ohl PRO= epee Out ea apN vaea Itr eefy such wi hue be tad. cowhy, RohWa 1r. Dsebn FOBPCn Mn ae pw-Ns& W tradsdArd fdVArhmutdedoddl on Zt=r•4w t`.areV`dW LMbO ttetel PMb Coros,•Ud'llTtumss , mowm , �' irltE ..papardarbrrttg6rtaq�ll'edPer'9C9'I.OS"bplwrrtgtrydtirt>ga.. P� Ply trrsses must bs fastened l oge9ter per ®ngbileerhV before they are eat; tLAure to dutart o so canre4ult in roof aollaP4a. Tenipo�permanenty mW permanent brill are required and ages are and property and is the risporWMIly of the truss erector Study the ambrrte often instN. �D b�on !d delivery ...ihomeenudbeaderidtraoedp�daeIQtbprewit juy3dttrepa Thsase mast is set phunb and equare Do riot (set bunim or ellack of plywood, rootlnp material or arty •Olilaf Abated Waft on busses, this Can cause CoM DO NOT SET TRUSSES USING THIS LAYOUT -;-USE LAYOUT DELWERO Wn H TRUSSES To SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Aiienue Fort Plerl Flidill 3U824423 800-551-5932 Fort Pierce M-41115,2012 Foci 77$466-8711 %1- " tams+ - 772a89-2092 gbrart i7Z-281I The Architect's or Architect's rnpresentative- shop drawing approval is NOT a ~_ -"double oh,Yk- of tit,- cantractor. 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 Structurr ..,1„, q.." ily :rnd uplift loads and their reap cl ve Iota - S. Approved By: / D /7 Done Braden 4C Braden A.I.A. P.A. 92.0/93.2 MaITFJ( 4.2 DESIGN CRITERIA -- County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting ., Roofing Material Shingle or Shake 0 d « Loading in PSF Roof R.D.L. IV r, _ Top Chord Live 20 0 Top Chord Dead 7 4.2 �I Bottom Chord Live 10 Non -Concurrent c — c — Bottom Chord Dead 10 3 �I I TOTAL Load 37 7.2 m c Duration Factor 1.25 2 ,. Wind Speed 165mph Top Chord C.B. Sheeting by builder. r m Bottom Chord C.B. Sheeting by builder. ~� Highest Mean Height 15"1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L. Restrainin Dead Load C.B.=Contintmtu Bracim Verify DESIGN CRITERIA shown above with the building department and your engineer. 4 Design Criteria is the responsibility of the Buildin Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1/4 = 1' W82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:�II lay/ss/is� Date:10/07/15 Revised:10/15/15 FOR 6'-4" 14'11" WYNNE BUILDING CORP. Q DESCRIPTION: PORCH LEFT 2 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7��a )cFllc3 l��G`i k �0PX