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HomeMy WebLinkAboutBUILDING PLAN 2-15-18Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIG51A2 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 G" 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 ALL MANUPARER LA9LRS BHdNry1 U FACTORS AND SHOC COMPLIANCI WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOW �1 VTIL INSPECTIONS ARE APPROVED 12 12 5/8" thick light texture stucco on typical concrete SL block construction Flnlsh Columns with 5/8" thick x 8"wcut 5/8" thick cut coral coral finished stucco bnds finished stucco bands LEFT ELEVA70N RIGHT ELEVATION SCALE: 1/4" = 1'-0" oop leg Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 ,C(� 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 4 II II II a, — EGRES PER D 3 THESE PLANS AND ALL PROPOSED WOA ARE SUBJECT TO ANY CORRECTIONS ® REQUIRED BY FIELD INSPECTORS yft MAY RE NErESSARY IN ORDER TO 1 COMF11tVlrsi;+i! hnoi, i 01-01, 5/8" thick light textured stucco on typical concrete block construction J L.n LG: 1/ Z - i -V s 12" Floor °*a' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 DEC)26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" 2017 wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (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 St. Lucie County, FL spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 4q p�NS 9F SVFCr 4HOq MgyQ�AFOByPTOgNY pRop0 o�PO k r Wog 0 0F$ 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 2G ga. 5v crimp metal roofir,g 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 G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12" ® ® ®® .'.. } 5/8" thick x 8"w cut SCALE: 1/4" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. M lriii.i 1 L -1-1 1.1,1 coral finished stucco bands FRONT ELEVATION 2" x 4 top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base—boal I II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Cxb" #10/10 WWM on G mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition Bracen it Braden AIA, P,4 Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalas'comcast.net Sturt. FL 349% 4AAC000032 SCANNED BY 5T LUCIE COUNTY ST. L6(3E COUNTYILpIN0G DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY0.yO DATE_[ — PLANS AND PERMIT MU T BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL BE MADE r rrr•. � i� nts Winne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" a FILE COP 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor : II Wind Velocity: 165 mph ultimate Mean Roof Height: II'—O" Roof Pitch: Internal Pressure Comae `f c ent: ±0.I8 SubJectabilitii to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12G Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wail Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detal s Provided? Yes Minimum Soil 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: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: �9e�, NN-e-d. - Model: REAR PORCH LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. 4-, TIP O ,112 OF = Roof Zone I Walls Zone 4 Mg = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Revisions Sheet Comm # ,� `/„una0 aianl 'lS WE ou7 al© OF 5 FLOOR F L A � for ste top plate 6" x 3/8"d I� q^ for steel support anp e-� CRASH POST D E T A L see detail on this sliet Counter top - verify type with contractor 35'-0" TYPICAL NOTES: SCALE /4" = 1'-0" L Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding with k. p in g work. steel crash post. Floor Flange with 4 - 3/e" 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 ksi steel plate) a minimum 1 400 P S I fiber stress 6" 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %;' %," ALL Concrete used for vertical filled cells, cont. tie beams etc.. o ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix °3/8" ° 2'/2" 6. Drywall at ceilings shall be leveled and attached to bottom chord 0 of trusses with screws per FBC R102.3.5. o 0 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensins. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302, 14. Door between garage and residence shall be 1-3/4"t 20 min. rate door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greatr than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not reater than 450 per FBC R302.9.2 1-1. All exposed attic insulation materials Installed on attic floors shall hue a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam lastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C36' C19, C415, CH, C630, C931 C9b0, C1002, C10471,C11-1-1, C1118, C1278, C1395, or C139L and sail be installed according to the following: (FBC R102.3.5) I" x 6" P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachmenE Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drywall into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either Id" g" 141, 0.080" dia. xx 1 5/8" long with Direction 15/44" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either 16" 8' IC 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I l/8" with 19/44" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 tiru A108.6, A108.1, A118.1, A118.3, AG.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance w.h ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommedations shall be used as backer for the wall the in tub areas and wall panels in sower areas. 21. Insulation including facings such as retarders or vapor permeable memf rs installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl space and attics shall have a flame spread index not to exceed 25 with an accompaning smoke developed index not to exceed 450 when tested in accordance witl ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101ba. uplift Aluminum Drip -- Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installec using 1/8" dia shank x 15" long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet #I 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade 12 4 Wood Base T"rFICAL SECTION PRE-ENGINEERED TRUSSE7 at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over 1" x furring strips at 19" o.c. with R4.1 ti-foil -insulation on typical 8" Block walls wall All dryto be installed per FBC R102.3. and shall meet all pertaining ASTM codes. Mortar to be Type M" on g proportioned perR607.1 BC and Mortar Jonts shall comply with FBC R602.1. Provide Dur-O-Rack at all wet areas (ex. suers, 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 Cx6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill �lllll=sill 14" x 14" Concrete footing with (2) 45 bars cunt. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" I om Sliding Door At Masonry Wall N.T.S. Steel countertop supx•t angle Install 6" from each id and one in center of coder. see angle detail 1/2" drywall Base cabinet 2" x 8" wood studs at 16" o.c. 2" x 8" PT wood plate k'TCHEN ISLAND FRAMING DETAIL Attach buck to block wall A 1/4" die, Elco conc screws th min. 1 1/4" penetration at 12" o, max and 4" max from each cornethru Exterior face 2" x 0 PT Buck or wall sues #8 Wood screi thru jamb into buck at each hingend 15" o.c. max and D e t a l I at D oor prior to door tachment N'S INSTALL VULKEM BLOCK SEALAT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/10 tap -con with 1 1/2" penetration at 6" o.c. ma; from each corner and 20." o.c. ix thereafter at Jambs and 20" o.cmax. Exterior face at head and sill per product appival of wall -\ / \ Buck toe I" x 4" PT Detail at windows I"x4" lT. Buck nailed to block th case hardened nails prior t window attachment NITS Install SGD thru buck into block with SAL" 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 34C 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 pled to block with case hardaed nails Head prior to door attachant \ fixed door sliding door 1 1/2" Sill Detall NTS Masonry Wall ypical Flooring Install SGD thru buck into block with SAC' tap -con with / 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. me thereafter at Jambs per product aproval Jamb UJlndow Schedule Mark Size Rough Open. window Description PRESSURE ONE I. 4'-5%"x 4'-6 %a" 54Ya"x 54Ye' Single Hung ZONE4 2, 6'-2Ya"x 5'-3 %s" 15" x 63 %;' Single Hung ZONEi 3 2'-2" x 3'-2%' 21Y2"x 38%" Single Hung ZONE[ 4. 3'-I" x 5'-3%" 38" x 63'/4" Single Hung ZONE' ALL Windows to be aluminum windows w/ tint nil mullions per elevations. LL windows to withstand pressures in permit info box on sheet I ILL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturers specs prior to construction Door Schedule MirkMirki Size Rough Opening Door Description PRESSURE ZiNE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE, 3'-O" X 6'-8" 41"%;' x 83%" Fiberglass Panel - Inswing ZONE- 4'-off X 6'-8" Sliding Glaea Door ZONE 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 2'-6" X C-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8. Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" x C-8" x I %" Solid Core Wood, Steel, or Masonite Door 1.1 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-81,1 Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE WITHSTAND All wa.1h Exterior doors to withstand pressures stated in permit [nfc x on sheet 41 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 rough opening dimensions to be verified by contractor manufacturers specs prior to construction Verify attachment hole location with GC prior to fabrication 3/8" thick steel brack COUNTER TOP BRACKE Braden lit Braden AIA, PA Architects - Planners 'I1 S.E. Coconut Avenue Til (112) 281-8258 Fac (112) 281-8283 E-nil: bradena[ascomcast.net Stuart. FL 3499( #AAC000032 DETAIL Wynne Building Corp. THE 1JINDSOR Spanish Lakes St. Lucie County Florida Total Cubic Ft = 14,02-f MODEL: REAR PORCH LEFT Date Drawn 5-9-I1 Drawn by: C.C.U. Checked by- D.R.B. Revisions 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. Sheet I Comm # 2. 1 15-158 OF 5 li J y of I 4Y 12" x 12" concrete column block filled with concrete and (2) 41 bars Vert, tied MAWS i I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. 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 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 4-1 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I 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 -IL, 9 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 4 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS. ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM, FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. BE 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 AID MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. 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. �• 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. IL. 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 FCUND�470N FLAN Il• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN_ G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before Starting construction. 3. Soil conditions assumed to be 2500 psf. Should any ocher conditions be encountered, the architect shall be notified in writing fol revision ,4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and I V5 bar vert. at '48" O.C. max. Provide (1) filled cell on each side of openlncs Upto 5'-II" wide. Provide (2) filled cells on each side of openings from >'-0" to 9'-11" and Provide (3) filled cells on each side of openings f"om 10'-0" and up Contractor to see plans for, any other condition used. Foundation walls shall have filled cells at 2+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 7. Contractor to provide for soil test prior to construction and provide a copy Of soil test to architect for review prior to coistructlon 8. ALL Reinforcing steel shall be grade 60, meeting ASTN A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footirgs and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x I D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 9 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 45 bar Vert. w/ Thicken edge tc 8"x8" 30" overlap'11�SIEE TYPICAL with concrete Ind 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6"xC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated rill 4" concrete slab with fibermesh OR GRADE 6'x6' #10/10 WWM on 10 mil Visqueen over = clean compacted termite treated fill °D —_ Grade OD E I Hill III PORCH SLAB EDGE DETAIL 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" = 1'-0" 14" ar Vert. w/ TYPICAL FOOTING DETAIL 30"boverlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 611x6 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. 6"x6" 410/10 WWM on 10 mil Visqueen over #5 bar cunt. #5 bar in curb clean compacted termite treated fill Grade .ra. - Ill I bars cant, bottom steel 14"w x 14"d concrete monolithic 11— III—i 1 1 footing with (2) 45 bars Cont. 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = I'-0" 5 GARAGE CURB DETAIL SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and f><l bars Vert. tied : into lintels above Verify house slab 4" concrete slab with fibermesh OR height in Field 6"x6" #10/10 WWM on 10 mil Visqueen over Top of Tooter clean compacted termite treated fill 14" below finished flo\ 45 bar cont. ✓ -1111= 30"x30"xl6" concrete column footing with (4) U5 bars each way SCALE 1/2" = 1`0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 4" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Doubl m <. 10" '(2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I'-O" Conc. Fill To Be 3000 PSI See Floor Plan For Location El Illed Cell Column Single Filled Cell Column NTS NTS 12" 8'-10 %2" 12" 8'-10 y2" 15'-3" ° °O M10 iii iiii00 O° °T FI �� — Filled cell under I I �J V girder above o I FI I 0 I _ p Rear Porch Slab to — L I FI 0 w be poured separately 1 IL from House Slab. I N I I I N �' I gg I 2Z'hw xe14"d xfootin24iI- ° under filled cell — �� Ism ,,Ver bearing. I �Uc _ _ r— I _ _ _ --- FI N — —� q Nbe Rear Patio/Slab to flush with bottom of sliding door recess.Slope I" ° C° 4" concrete slab with fiberms vm I 6"x6" 1*10/10 WWM on 6 mil Visqueen over I H.B. 2 I clean compacted termite treated fill I ° a _'d) I I o LL F- I WASHER DRYER 1 � FI I I� �I I ,I _I I ° I I I o I I° °I to O ° I i DW i .ur- oI I� r- I 4" concrete slab with fibermesh OR F1 6"xC #10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill MICROWAVE NON—VENT REF. H B ° I O ^ 3e' CLEAR OPENING OO I I W.H. --- tLy A/C #I Q fo Steel Ballard 1 I See detail on this sheet I I 1 rul — — I I 1 1>'iI I I I I 0{ < 1 ° �' I (L I I IQ I FI I O Meter I and panel O - - - - - - - - - - - - - m - - - either side of ouse field verify I ° I m o to N service location 1 ro I - -- --� -� ° IQ m 1 ° I 1 4" st pl IL I °I I a I I = ° I - o Z 1� QI- O I 1 a 5 00 ° 1.5 Recess for ° ° ° � — — 00 ° .5" Recess for O OD arage oar ie Garage Door EI9'-O" 2'-8" 6'-4" '-8" 9'-O" 2'-8" Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue JJ H I I I I j�l C� Tel : (112) 281-8258 w ' `� v Fax : ('112) 281-8283 Spanish Lakes E-mail: br adenaiaO comcast. net St. Lucie County Florida Stuart- FL 34996 #AAC000032 MODEL: REAR PORCH{ LEFT LEICOF'• Date Drawn Revisions Sheet 5 Comm # -9-11 Drawn by: C.C.U. Checked by: D.R.B. OF 5 ow se - ... IRMO FA Ke Area Edge Field Fastener Pressu e Zone I 6" 6" 8d ring shank 45 p�f Zone 2 .4 6" Sd ring shank 8d 76 psf Zone 3 �{" �" 8d ring shank 84 paf ** Zone 3a 6" �" #8 wood screw 112.5 paf Concrete / Lintel Column V�h PI I Repair to Lintel Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide tt5 bar set in pre -cast ROOF F ,4N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calla for it. — O 1 —O I d Provide Cast -Crete - 8U8-OB/OT precast - - - -- ` lintel set in mortar Min. 8" Bearing -- --� -- -1=.- -- �-- 12 "x 12" (:olumn Block J#1 Rebar e PT Buck ad per jamb into filled c 4' Pre -cast Sill 1 verhangs at un ass otherwise note on this sheet Roof pitch at 4:12 unless otherwise noted on this sheet Truss shop drawings to be provided by manufacturer Any changes to this plan Shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie Tilled cell steel Into continuous footer steel. CBS WALL Scale: 1/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 49 Bar Dla. TRUSS BLOCKING DETAIL Min. overlap AT GIRDER STRAPPING AT CENTER BEARING POINT Attach NTS l/8" thick light textured stucco Installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T pe 2 felt paper using Bd nails. Substrate to be 19/3`l� COX Plywood nailed at 6" o.c. in field and edges with IOd rng shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 1*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 underlsyment 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 ispa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel v tt5 bars � r`^ r CLEAR Lintel Length Bar Length Clear Span u u A Bars u n B Bars 2'-10" 2'-8" -6" 2,#3 none 1 1 1 I I 1 2'-2" 2.43 none BP8-OBAT BPS-IB/IT 8P8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2 sc3 none tt5 bars •. . ,:.. CLEAR " ,.+'Mf 4'-6" 4'-4" 3'-2" 2?t3 none One Row of "H" Block Above :Y 5'-4" 5'-2" 4'-O" 2?t3 none �; ^: ;`:• 5'-10" 5'-81, 4'-6" 2 n4 none Precast Lintel r .":>.'N 9 Additional 6'-4" 5'-4" 2 #4 none tt5 bare �'----� �'----'i 1'-O" 6'-2" 2 #5 none BFIL-IB/IT BFIL-IB/2T 8'-41, 1'-10" T-O" 2,45 none NOTES: ALL reinforcing steel is grade LO. I. min. coverage of steel=1.5" 2. min, bearing required* ea. end=8" 3. standard for remF. steel=ASTM ALI5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Size Top Steel S1zQ Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" V-6" 8P8-05/IT 1 tt5 30L9 1569 1024 L31 2'-L" 2'-8" 4'-O" 8F8-OB/IT 1 #5 2541 1363 143 L45 4'-5" 5'-10" 8F8-OBAT 1 #5 1105 909 339 L50 5'-0" L'-0 8F8-OB/IT I tt5 1238 835 121 LLO 6'-8" T-L" SF8-OSAT 1 #5 1011 121 534 LBO 8'-0" 9'-4" SF8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-6" 8F8-IB/2T 1 #5 2 45 643 530 401 L90B 9'-0" 10'-6" BFIL-IB/2T ONE I tt5 2 tt5 1533 1183 401 LI00 10'-0" II'-4" 8F8-IB/2T 1 45 2 #5 582 414 452 LIOOB 10'-0" II'-4" BFIL-iB/2T ONE I #5 2 tt5 1344 1028 452 LI20 IT-O" 13'-4" 8FB-IB/2T 1 #5 2 #5 411 428 324 L120B IT-O" 13'-4" 8FI6-IB/2T ONE I tt5 2 #5 1015 1250 110 324 L140 W-O" IS'-4" SFIL-IB/2T ONE I tt5 2 #5 409 259 LILO I6'-0" n'-4" 8P8-IB/2'r 1 #5 2 #5 30d 192 194 L160B IL'-O" n'-4" 8FI4-IB/2T ONE 1 #5 2 tt5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at eacfi trues with (10) IOd x 1 1/2" nails ( 24" sup orting Max 18101b101ba. uift lft Aluminum Drip ' Edge t Fascia Poured Col concrete b Poured Concrete concrete block u Concrete Manufacture Flash and Counter flash Nail ledger to gable end truss with (2) 10d d1 at each web Aluminum Drip % Edge t Fascia 1/2' thic stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 12" framing with nails or staples to provide 2" X 6" Sub-Fasci no sea then 1-3/4" penetration into horizontal wood framing and 314" penetration into vertical wood framing mambas Kaycan full o vent vingl soffit installed using 1/8 die shank x 15' long gals. 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"x8' with concrete and one tt5 bar continuous BEYOND 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Tuz)lcal chars Par Specs lax. Aluminum Panel Seas per manufacturer — See Tucical Stud Detail 1/8" x 3/32' Wmg Nut w/ appropriate washer and spacing per manuractear's Details `m 043' u 094" m � M A r m I Stud Detail Stud w/ Die Cast Zinc Nis Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEER-f-D WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown Fiberglass yin bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 or Cont. for bottom row over openings 1/2" drgwall over I" x furring9 strips at IL" o.c. with R4.1 Prfod -Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned_per FBC R601.1 and Mortar points shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) U5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill II IIII IIII Illli� FI at front'orch Scale : 1/2" = 1'-0" Braden it Braden AIA, Pit Architects — Planners 411 S.E. Coconut Avenue Tel : (172) 287-8258 Fax : (112) 281-8283 E—mail: bradenaiagcomcast.net Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet Simpson HETA 20 hurricane anchor at each truss ETA 20 ( 24 o.c.) supportingg Max. �� 1810 Its. ublift C4 - L90B IODB BI 6� •� _ B I O I O B1 N ;. L90B O Q W BI ' BI I I �H. I L4 BI 4 1 CdOP 19' BI N O v/ B W BI L22 1LIjED EA � Q W ra 2 5XI E tn 74 W`r� � I //4(1 12 B� < SLOPE 4 o I lf Coast uppl nil FG 5v Crimp Metal roofing FL 411451.12 /Z/2kga. 5 crim me at r offing attached to plywood deck using 49 x 1.5" wood sc ws w se f se lin washer at 12" o.c. max spacing over ASTM D 2" laps astorlu en d with orr Is arid on resistant tin caps and with 1.25" ring shank nails a ed 6" o.c. at a I p and two staggered rows 12" o.c. in field. Attach H ck t trusses usl at ac m nt detail on this sheet N — — B I L31 22" x 54" P 1 O Attic Access 1 \ with light W F I / I BI 1 \ I 12 1 I L31 I I 4 SLOPE 1 / 1 8'O° MAX I I 4811 I I I I I IODD SPACE It L22 BI BI BI L22 ' W W I N_ O T A BI BI ,r BI BI BI L90 L60 L90B .: 1— T A /1 f Provide downspout Wgnne Building Corp. THE LJINDSC Spanish Lakes St. Lucie County Florida Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide downspout ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: REAR PORCH LEFT )ate Drawn Revisions 5-9-11 Drawn by: C.C.U. Checked bg: D.R.B. Sheet OF 5 2 4to x O to N ( LDL +i . °a a O W L d =� N N �Nn l IJ C IJ ~ ►- O m " O Er _ to L � 7 FILE Comm # PANEL "A" Poles BR I Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1 -1.0 kw #8 A/C comp 1 2 AHu #10 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal, water HTR 5 L Ran a #b 12.0 kw 5o 2 � 8 1 20 1.8 kw #12 Pump 9 10 Dr er ttl0 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 15 16 Refrigerator #12 1.2 kw 20 1 I 20 1.5 kw #12 Kitchen S.A.C. m IB Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 912 20 1 I 20 1.2 kw #12 Clothes Washer 21 22 Recepts 412 20 1 1 20 0.81 kw #12 Garage Door Opener 23 2q Recepts 412 - 20 1 I 20 1.4 kw #12 25 24 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 I 15 #14 General Lighting 29 30 Recepts #12 20 I 1 15 #14 General Lighting 31 32 Recepts #12 - 20 1 1 15 #N General Lighting 33 34 Exterior GFCI 412 20 1 1 15 414 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 IS I I 20 tt12 Bathroom GFI 39 40 General Lighting #14 IS I spare 41 42 1 spar PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3, watts sq. ft.) Small. Appliance, Circuit(s), .. .... .Range ....... .................. ......... ......... .......... Refrigerator.................................................. Microwave ................................................................. Dish, Washer .......................... .............................. .Clothes, ,Washherr........... . . ...... . . ... ,Clothes Oryer........ ............ .Water , Heater Water Pump Garage, Door Opener_ _ _ _ . 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 1,200 1 5,00o 5,000 1 4,500 4,500 1,800 810 1 1,800 I 810 Total Watts 31,415 First 10000 Watts 8100% I 10,000 10,00(� Remainder 21,415 940% 1 0 10,964 Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 160 Amps r Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed Ps Push Button Switch _ Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light m=Fi Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac 17=1 Electrical Meter ® Smoke Detector M Ceiling fan © Television Jack Ff Telephone Jack AC DDI6c I A/C Disconnect ® I 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 onlg, 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. i. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are reqquired in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 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 fully 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 telebhone combanu. #2/0 Aluminum feed 1'h' Conduit 2" PVC ! FP A/C disc. 150 MCB PANEL 2" rigid service FPL oal re tic cop ° wire to #5 coot. rp.%ar in slab ELECTRICAL RISER PORCH 141 CFM IOxlOxl GREAT 141 CFM IOxioxl 141 CFM IOxlOxl -•• 12" 124 CFM IOxlOxb /MASTER BEDROOM 12xl2xl0 B/A 124 CFM 1 ij.--- -- IOxloxb rL+i I rq=71 lh-x1�x10 B/A 8x4x4 9 CFM O :LOSE 45HER JI DRYER LAUNDRY 6 CFM ^gxgx4 8x4x4 50 CFM DINING ROOM I I YSXC4FM r- x4 I r-LA 2x12x8 _ _ _ B/A PANTRY - - - - - CAB - - - -I- - 1---1 Is 111 CFM 12x6x,SECOND 124 CFM IOxlOxb I BEDROOM KI`!CHEN 16" 3 TON MICROWAVE SEE MANUAL I NON -VENT 20x2O "J" and Energy 7 se^ CLEAR T fifTA I I Calculation L - - - - OPENING '= III for Unit info - - / P- pi 1 r- 12xl2x8 B/A A/C 114" #I 4"e Steel Ballard I THIRD Sae detail on this sheet 1 ___ BEDROOM r 22" x 54_"_ 1 100 CFM Attic Access I 1 I 1= 1 I lOx6x6 L _with fight 1 < - J k'z- L� 91 8x4x4 48 CFI I -II GARAGE - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. lugs. NTS L manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21, All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete Slab shall be spaced a minimum of three diameters of the lArgest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 r-----------------i I I I I I I I 1 I I I i I I 1 I I 1 I i I I I I 160 Amp Panel GOLF CART GARAGE I I I I I I I I 1E CH.;\1C4L LaYOJT O=THERMOSTAT LOCATION SCALE: 1/,4 11 = 1'- O Vent thru ilCl -Soffit WP GFCI Install oulet under disc. not shown for clarity Wire For 14 . Front Post Light u) U Q PORCH / WP GFCI I 0 O I I r I I I � GREAT! ROOM Y I I I � L I \ I \ I \ MASTER BEDROOM LOSET \ WASHER DRYER \ LAUNDRY DINING i \\\&= _(�e`\ ROOM � I / i/ I II� " Si 11� dlr , ' 111 I • %iFFF -vAlp 5 Oil J„\ GFCd 4"e Steel Be ^See detail on this sheet I' / ryr Atc A ceo- rJ 111 OIL 1 = with'Whf ro F-IQi �t---J I / I / OPTIONAL PANEL / / I / LOCATIONGARAGE I III\ SECOND \�EDROOM I 1 � 1\ THIRD ---BEDROOM \ / GFCI 1 GFCI 11 / tight \ 1 150 Amp ILI / to carrier / GFCI / \ f�, GFCI Panel r---------------i �lr/ r �� _--------i Garage I \\ Garage Door 1 I Door 1 i Opener \ I Opener \I ; C.rtOLF CART GARAGE I I GFCI 1 1 to garage Ilights GFCI I I I \ I I N N WP GFCI i --- ELECTRIC/4L �=LI,4N O Post Light with Photo cell SCALE: 1/4" = 1'-0° Center Post Light between driveways attic Venting Calculations otal Attic Space = 2101 sq. ft.FBC 2309. renting Ratio 1/150 = I8.00 sq. ft. requirec rovide A Continuous Vented Soffit Braden It Braden AIA, PA uJ nne Building Corp. MODEL: Date Drawn Revisions Sheet Comm 4 Architects - Planners 411 S.E. Coconut Avenue 0 T � � I I I I j� 1 � C O � �l REAR Drawn by: Tel (112) 281-8258 Fax : (112) 281-8283 W I �7 PORCH C.C.U. E-mail: bradenaia5comcast.net Spanish hakes St. Lucie County Florida LEFT Checked by: Stuart FL 34996 UAAC000032 D.R.B. OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given 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 ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE LA IF MULTIPLE PLY. &jj A DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span 60 degrees Sprea er Bar or less T g Line Span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example. your truss may not match. Insist crane operator sets truss this way. hog �__Approx 2/3 to Line 1/2 ,,f Span REFER TO BCSI ,ss must be set this way if crane used. This is on example• truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIR HAN�L1F=FR NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss -to Truss — Connections see hanger/connector 9 II' schedule •' -a /ee package. I SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 6' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULI' SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR% SPREADER BAR OF 18' - 24' IN LENGTH 6 A Do not stand on trusses until they are braced per BCSI & pnperly nailed to straps & hangers 15'-3" 1 '-9' 19-9" � 15'-3w I I I I I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF V-0" ABOVE FINISHED FLOOR PORCH RIGHT \QI �\\\�;1\\�`�§1M111 \IN INVERTED "V" WEBS AT CENTER WIT 13.13- PANNR LOAD W/ (2) 41 ®I®I�I�I� i' CL 7ZED ARENS ARE OF �% J SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM �%. 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Study Wild ft coebrds of tln of tb• trt m erector. brRbnrAUorl Pad* MckWed on d4my beton wain U=86 . ..7ilaMesmattb•••tad bracedp•id.•�bpapki�yg� Mum" 4uitit be sat Ptob and aqua* Do rW'W bunt *raft* Of j;W004 IOpt61Q !aisriial wary .. Other ednCen6aUd tads on *= a& Oft Carr cause eonspae. DO NOT SET TRUSS ES USING THIS LAYOUT tt uvarr � � To SET TRL sses I CHAMBERS TRUSS INC 3105 Oleander Avenue Fed'Plero% Florida 34M-64n 800-01-5932 FortPbme 7rZ4W,4012 Fax 772Je94"1 Vero Beach 7Ti4mll- 012 Stwrt W-L rw,. r`YwewQCpg�.a� or Archite,K9 representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shah rem am 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 vity and uplift loads and their r s e five loc ions: Approved a Dale —_ Braden G Braden A.I.A. 92-0/93-2 MITEK 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 w Loading in PSF Roof R.D.L. 2,-0— Top Chord Live 20 10 w el o I Top Chord Dead 7 4.2 o� Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 �I o I TOTAL Load 37 7.2 m w Duration Factor 1.25 2 :1 Wind Speed 165mph — Top Chord C.B. Sheeting by builder. 110 r Bottom Chord C.B. Sheeting by builder. Highest Mean Height 16-ow Building Type ENCLOSED Building Category Il:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 GA eA e181;6:7i r. t tU �'Ta�fiT::r[N:6•t."riifiTl+: i!!_1 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 J Scale: 1 /4 = 1' W82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By i> Date:10/07/15 Revised:l0/15/15 > r^ FOR 6'4" I 14'-A' I vJ 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� e o� *�01