Loading...
HomeMy WebLinkAboutbuilding plans (2)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. side laps and 6" end laps fastened with corrosion resistant tin caps and with 5' nng shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. n field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured ,tucco on typical concrete 12 block construction SLOPE 4 RIGHT ELEVATION 12 4 1 SLOPE 0'-0" = Finished Floor LEFT ELEVATION ___-_--______-- 4__ 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = I'—O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 lb felt underlayment installed with min. 4' side laps and 6" enc laps fastened with corrosion resistant tin caps and with 1.25" ring shank nail spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attac deck to trusses using attachment detail on this sheet L Finish Columns with / 5/8" thick cut coral finished stucco bands GRESS GRESS ' 3 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5/8" thick light textured stucco on typical concrete block construction at 1ua: v"t- = r—V" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x LE" wood screws with self sealing washer at 12" D.C. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced 6 o.c. at all lap, and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION sr. (710 —J) LUCTE r n RPVTFWED pp� O f'LV'PIVC "n fSlnv DATE L1N PLAn,S LiD PER4 _ OR ^'01 VSPECTIT 12 OY `yLBEKE N J0 E PTO SLOPE 14 IFNI 5/8" thick x 8"w cut coral finished stucco bands CONCEALED FASTENERS OR ATTACHMENTS SCALE: 1/4" = 1'-0" ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v :rimp metal roofing attached to plywood deck using #9 x 1.5" ALL MANUFACnjRIM wood screws with self sealing washer at 12" o.c. max spacing over ASTM D UF�RBAND 88HOIMINp (type 2) 30 Ib felt underlayment installed with min. 4' side laps and L" end BHpCCpMPE laps fasteneJ with corrosion resistant tin ercaps rows 12" o.c. mrifeldhank nails ach RE �gjERGyCOW PLIAN spaced 6" cc. at all laps and two stagMW dAIN ON ALL DOORS AM WV4DOWS eck to truses using attachment detail on this sheet UNTIL IINSPEIr S APPRaft ARE TERMITE TREATMENT REQUIRED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO _nOMPLY WITH Aid. APPUCAOLE CODAS, b 12 4 SLOPE 12" ®®®El ® ®® 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate II ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 1C o.c. base —board ----\ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xO #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non—Bearinq Partition Braden t Braden AIA, PA Architects - Planners 41l S.E. Coconut Avenue Tel (712) 281-8258 Fax (172) 281-8283 E-mail: bradenaiaSicomcast.net Stuart. FL 34996 UAAC000032 nLS Wgnne Building Corp. Spanish Lakes St. Lucie County Florida 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" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = I'—O" ALI CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OC�URS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AN) WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florid Budding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Buldigg Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate MennRoof Height:'— " Roof Pitch: 4:12 Inteeral Pressure Coe c emt: ±0_I8 Sub)etabdity to damage from: Weathering: Negligible Termites: Veru Heavu Widhof Roof End Zone: V-4" Wind Speed: 16;5 mph ultimate Wins Exposure Classification: C L21 x O.6 = 0.12L Ad)ufinent factor for Exposure Height: ASD desiggn Lad Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.6DL+0.610L Ciponents 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 Ciponents t Cladding Wall End Zone Width: " Ciponents t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 psf Cnponents t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal' Sher Walls Considered for Structure? Yes Cntinuous Load Path Provided? Yes A, Components an Cladding Detai s Provided? Yes Mimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi Ts Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 psf FOOR LIVE LOAD: —d%- psf FLOOR DEAD LOAD:10 psf TS 41i10PITC}i = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 J)B ADDRESS: Model: Date Drawn Revisions : Sheet Comm It 5-9-11 REAR Drawn by: j I PORCH C.C.U. I RIGHT Checked by: D.R.B. OF 5 FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'—O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L' high bg 4" diameter proceeding with work. steel crash post. Floor p ln 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 ksi 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 <3/e" 0 2 L. Drywall at ceilings Shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R102.3.5. E) 2 7. 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. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.L 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 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. R31u - see permit info box of code edition 18. G psum board material shall conform to ASTM C3L, C19, C415, C514, CL30, C931 C960, C1002, C1041,C1111, C1118, C12-18, C1395, or C139u and shall be installed t accordin tl'f 11 w (FBC R702 3 5) g O e O o ing. Masonry Beam Drywall Location Orientati I" x L" P.T. Buck nailed to block with case hardened nails / Thickness on Framing Member Max. spacing fasteners Mad sizing options for of installation of drywall into 19. ALL ceramic tile surfaces installed shall conform to ASTM A108-1 thru A108.L, A108.1, A118.1, A118.3, A13L.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 -ceiling assemblies, roof -ceiling assemblies, wall, crawl Spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with 4STM E 84, Insulation shall comply with F.B.C. R31L. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 3*11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all 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 with c(10) IOd x let/2" flails 12 ( 24" o.c.) supporting Max. 4 18101bs. uplift 1 i Aluminum Drip �— Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit instailei using 1/8" dia shank x TV long gals. roofing nails with 3/8" dia. head per product approval — see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap — at each filled cell Grade Wood Base 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 (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings 1/2" drywall over 1" x furring strips at IC o.c. with R4.1 Pi -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. M Mortar to be Type "M" onig proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Pill cell with concrete and (D #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR CxC 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill �-1 I I I=1 I I I —1 I IF, , 1 14" x 14" Concrete footing 14 with (2) #5 bars cont. and #5 TY R i C A L S E C T i O N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Recess top plate Ow x 3/8"d for steel support angle see detail on this sheet Steel countertop support angle Install 6" from each end and one in center of counter. see angle detail 1/2" drywall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at IL" o.c. 2" 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 x4amanew a #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRiOR TO BUCK INSTALLATION Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at sill and 20" o.c. max. Exterior face at head and sill per product approval of wall ----\ \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to 'block with case hardened nails Detail at LU I n d Ow S prior to window attachment NTS Install SGD thru buck Into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 0 Use 3/19" 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 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall 1 1/2" Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/IL" tap -con with Door D } 1. a l l 1 1/2" penetration at 6" o.c. max, from each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb UJlndow Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5/a'x 4'-L%" 54/d'x 54k" Single Hung ZONE 4 2. L'-2/s"x 5'-3 %s" 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2y2" 2l/,°x 38%" Single Hung ZONE 4 4. V-1" x V-3%"" 38" x L3 i/," Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint 5nd mullions per elevations. LL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered A I rough opening dimensions to be verified bg contractor v h manufacturers specs prior to construction Door Schedule MerkI Size Rough Opening Door Description PRESSURE ZONE 9'-0" X l'-O° loom x 84" Overhead Garage Door ZONE 4 3'-0" X C-8" 41" /; x 83%" Fiberglass Panel - Inswing ZONE 4 L'-O" X 6'-e" l4" x 81 %' F' "=1- Sliding Glass Door ZONE 4 2'-0" X C-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81 %" 2'-4" X 4'-8" Solid Core - Wood - 4-Panel 5'-o" X L'-sm Solid Core - Wood - L-Panel - Bi-Fold 2'-8" x L'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door 2'-8" X 4'-8" Solid Core - Wood - L-Panel T-0 X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL b GARAGE WITHSTAND All with Exterior doors to withstand pressures stated in permit info 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 bg contractor manufacturer s specs prior to construction Verify attachment hole location with GC prior to fabrication" 3/8 steel COUNTER TOP BRACKET DETAIL Braden t Braden AIA, PA Wynne Building Corp. A lit t - PI rc 1 ec s anners 411 S.E. Coconut Avenue Tel : (112) 287-8258 TH F (112) 2 E-mail: bradenaia5comcas3.net Spanish Lakes Stuart, FL 34996 UAAC000032 St. Lucie County Florida 35'-O" I Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = I4,024 Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions Sheet Comm # 5-9—I1 REAR Drawn by: PORCH c.c.u. 2. I s— I s oi RIGHT Checked by: D.R.B. OF 5 STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MiX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 16. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il POUTED/470N FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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 veriflcatlon of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in Writing for revision 4. Verlfy all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and I #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 �'-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 (-O, meeting ASTM A-16 and A-3S specifications. ALL Anchors to be A-30-1 steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ 30" overlap - at each filled cell ■ TYPICAL CTIONS 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill IIII �IIIIlj1 14% x 14"d concrete monolithic footing with (2) #5 bars cont. Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE SCALE: 1/4" = i'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F F 12"W 30" X 14"D x 30" x I6"p MONOLITHIC FOOTING - G" STEP DETAIL ON THIS SHEET COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 811W x 811D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WiTH 2 tt5 BARS CONTINUOUS - CURB a 0'-0" F6 7F 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill SLAB EDGE DETAIL SCALE 1/2 14" f 1 TYPICAL FOOTING DETAIL 45 bar vert. w/ 30" overlap SCALE 1/2" = I'-O° at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height CxC #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"xV #10/10 WWM on 10 mil Visqueen over #5 bar cant. #5 bar in curb clean compacted termite treated rill , O'-O" e F.F. Grade r QD e . —IIII IIII 10" (2) #5 bars cont, bottom steel —I I 14"w x 14"d concrete monolithic 12" III —III footing with (2) #5 bars cont. tF 2-DETAIL AT 6" GARAGE STEPDOWN 14" SCALE 1/2" = I'—o" 5 GARAGE CURB DETAIL 12" x 12' concrete column SCALE 1/21' block filled with concrete and (2) x'I bars vert. tied into lintels above verify house slab 4" concrete slab with fibermesh OR height in field CxC #10/10 WWM on 10 mil Visqueen over Top of footer clean compacted termite treated fill I6" below finished floor #5 bar cont. _ a S ic I IIII — 30"x30"xIC I concrete _ T = column footing with (4) #5 bars each way — 1O„ (2) #5 bars Cont. bottom steel 30" 12^ �j COLUMN FOOTING DETAIL DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1`0" 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 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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conic. Fill To Be 3000 PSI Pilled Cell Masonry Column With One See Floor Plan For Location 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS /00-77 In q- Braden AiA, PA Architects - Planners S.E. Coconut Avenue Telel (�112) 281-8258 wgnne Building Corp. T H E I D C C W I �7 Fax E-mail: : (112) 281-8283 bradenaiaO comcast. net Spanish Lakes Stuart, FL 34996 #AACO00032 St. Lucie Countg Florida MODEL: REAR PORCH RIGHT a=, ,I. Date Drawn 5-9-11 Drawn by: C.C.U_ Checked by: D.R.B. 12" x 12" concrete column block filled 'with concrete and (2) #1 bars vert. tied ._._ I._._I_ _ _._ Revisions Sheet Comm # OF 5 Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' die. threaded rod with min 12" embedment i n wu - t ,.,, Into beam either Wet set M in ennvn nu46 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Bid ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for root stated in permit info box on these plans for zone 3 Ke4 Area Edge Field Fastener Pressure Zone I L" L" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a C, C, 48 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 Verify with Plan `kk 1 Rebar to Lintel Provide #S bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide Cast -Crete SUB-OB/OT precast lintel set in mortar � Min. 8" Bearing 12"x 12" Column Block i�s®sy� Provide #5 bar set in pre -cast R C C F FLAN Seal' - lintel into beam where length of the opening calls for it. — O it ovide PT Buck :ached per iamb ails into filled c 4" Pre -cast sill', verhangS at I —O unless otherwise noted on — Roof pitch at 4:12 unless otherwise noted on - — Truss shop drawings to be provided by manufac - — Any changes to this plan shall be submitted tc architect for approval in writing prior to start — ALL TRUSS TO TRUSS CONNECTIONS E r' fr.1 TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Pric to construction for layout and uplift verificatio Poured Fined cell — Contractor to provide for Form Board SUrVeL 1 Form Board Survey to Truss Company prior tc 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" = 1' -O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocktpq to vent. leg of truss with IOd x 1.5 nails at 4" o.c. v install Simpson MGT into wall usin r S/e" dia. threaded rod set min. i1" into wet beam and (22) IOd nails into truw Reber 48 Bar Dia. TRUSS BLOCKING DETAIL Mln. overlap AT GiRDER STRAPPING Attachment '` AT CENTER BEARING POINT NTS 7/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 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 (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \` Additional Precast Lintel #3 bars Lintel Length Bar Length Clear Span u u A Bars u u B Bars 2'-10" 2'-8" I'-6" 2,#3 none it t----y `----y �----'I 3'-4" 2'-2" 2,#3 none BF8-OBAT 8128-I13/IT 0111 /2T Addt 4'-O" 3'-10" 2'-8" 2,#3 none - #5 barrss CLEAT �:,:' �7;f,: 4'-6" 4'-4" 3'-2" 2,#3 none One Row of "H" :,;: 5'-4" 5'-2" 4'-0" 2, #3 none Block Above J:':''," `; 2,44 none Precast Lintel r 5'-4" 2,#4 none ' Additional +'•` i #5 bars t----y 6'-2" 2.45 none BFIL-IB/IT BFIL-I15/2T 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=l's" 2. min, bearing required a ea. end=8" 3- standard for remf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each true& with (10) IOd x 1 1/2" nails — ( 24" o.c.) suppporting Max. I810lbs, uplift Aluminum Drip Edge it Fascia 12" 2" x C Sub-Fasci Kagcan full o vent vinyl soffit installed using 1/8" dia shank x 1.5" long gale, 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 #5 bar continuous BEYOND Top of footer 16" below finished floor 12 4 attached to In, framing with na no lees than (- horizontal wood into vertical w Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall Poured Concrete \ concrete block wall Concrete Anchors f Manufacturers Specs Flash and Counter flash Nail ledger to gable end truss with (2) IOd ds at each web on 3/8" hi -rib lath ntal and vertical wood in staples to provide Al' penetration into Ming and 3/4" penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vent. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. 9's) T U C e Anchors Per Lurera Space 1/4•Max. Aluminum Panel Sizes per manufacturer - 5ee lubiggi Stud Detall y 1/8" x 3/32" Wing Nut w/ 2 approp" to washer and spacing a `m per manufacturer's Details I ° I � � i �m a - I ° I � I i 1 I I I I6�5' I Stud Detail ' Stud w/ Die Cast Zinc i Nickel Plated Wing Nut Flush Mounted Shutter Detail cite Wood Base 77 Brace Gable end with 2" x 4" SYP 92 8ft back nailed to bottom of top chords using (2) IOt nails at each truss PRE-ENGINEERIED LL e 24"o.c. TYPI ( shop drawings bg mar \R-30 blown fiberglass in bottom chord oP trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitut precast lintel filled with concrete and (1) #E bar cont. for bottom row over openings 1/2" drywall over 1" x furring strips at 16" o.c, with R4.1 tr-foll -insulation on typical e" Block walls All drywall to be installed per FBC RIG and shall meet all pertaining ASTM code Mortar to be Type "M" only proportionec and Mortar joints shall comply with FBC Provide Our-O-Rock at all wet areas (i Fill cell with concrete and (U 45 bar vent. (tgpical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4'1 #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill II 11;11 I Ej 11ff ISeat Front fi orch Scale : 1/2" = I'-O" Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaiagcomcast.net Stuart, FL 34994 #AAC000032 Wynne Building Corp. Spanish Lakes St. Lucie County Florida hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 Ibis uplift MODEL: REAR PORCH RiGHT Date Drawn 5-9-11 Drawn by: c,c.u- Checked bg: D.R.B. Revisions : Provide downspout Sheet Comm # el OF 5 PANEL "A i, arc# Description Wire Poles Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 2 AHLI #10 30 2 3 5 42 L 2 30 4.5 kw #10 40 gal. water HTR Ran a #L 4LoadBR 50 1 20 1.8 kw #12 Pump 9 10 Dr er #10 30 2 II 12 1 20 1.6 kw #12 13 14 Dishwasher 1.2 kw 20 1 1 20 1.5 ku 412 Microwave IS 14 Refrigerator r#l 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. I'I is Recepts 20 11 20 LS kw #12 Kltchen S.A.C. 19 20 Recepts 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I IS #14 General Lighting 29 30 Recepts #12 - 20 1 I I5 #14 General Lighting 31 32 Recepts #12 - 20 1 I 15 $14 General Lighting 33 34 Exterior GPCI #12 - 20 1 1 15 214 General Lighting 35 3G Bathroom GPI #12 20 1 1 20 #12 smoke Detectors 31 38 General Lighting #14 - 15 I I 20 #12 Bathroom GPI 39 40 General Lighting #14 - 15 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt , Watts Total(Watts) General Lighting (3 watts sq. ft.) Small. A..pllance, Circult(s), .. ..... .. . . . .......... Range .................. ............. ... ................... Refrigerator ..........................._,,,,,,,,......,.,... Microwave ................................................................. Dish. Washer Was ............................................... .....er............................................... Clothes.Washer Clothes.Dryer................................................ 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 I 1,200 1,200 1 1,200 1.200 1 5,000 5,000 1 4,500 4,600 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 0 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watt§ 30,966 Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch ,0­ Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light w PI Waterproof, ground fault interruptef Light with Pull Chain (attic) Computer Connection Jack Flood Light ® Floor Duplex Outlet © c: Carbon Monoxide Detector TQ Thermostat m Electrical Panel ® Central Vac rE:=ui I Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack AC Esc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sFxR Speaker Hook -Up Fil 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. 5. 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 Refr1 erant lines that are run thru slabs must be sleeved in PVC 11. 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 full 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. IL. 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. 17. 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 bid 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 #hall meet all standard requirements of the local electric ajtlllty and telephone company. #2/0 Aluminum feed 1'4' Conduit � 2" PVC ISO MCB PANEL Vent thru Soffit -- 124 CFM IOx1Ox6 MASTER` BEDROOM 12xl2x10 124 CFM B/A IOxIOX4 L-J 141 CFM IOxlOxl i i i R1� I2xl�XTd 1 B/A 1 8x4x4 50 CFM 8x4x4 9 CFM I LOSETII DRYER Lul li xCFM4x T 12xl2x8 xll B/A `4\ Ill CFM 12"xl SECOND BEDROOM 12xl2xe B/A THIRD BEDROOM 100 CFM lox6x6 150 Amp Panel GOLF CA R7 I GARAGE I I 2' m gil to service FPL Bere#5 #Loneoppw6 awine 1 ct. tre rm slab I i ELECTRICAL RISER I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 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 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 NDRY 121, PORCH I I I 0 141 CFM IOxlOxl No 141 CFM IOxlOxl DiNING ROOM iI DW I I 124 CFM KITCHEN REF, 38' CLEAR L - OPENING I"F.CNANI,,L MICROWAVE NON -VENT zw�O - - - W.H. 4" 0 Steel Ballard See detail on this sheet 22" x 54" I Attic Access with light -- - - -� GARAGE r-----------------1 I I I I I I I I I I I I I I I I I I I I I I I I O= THERMOSTAT LOCATION SCALE: 1/-4" = 1 - O i 3 TON SEE MANUAL "J" and Energy Calculation for Unit info Install oulet under disc. - not shown for clarity ci rV MASTER BEDROOM i C©� - o i 1 � I I I I aPr-1 CLOSE I SECOND BEDROOM, 1 / I i THIRD BEDROOM--- i i FCI PORCH 26 WP GFCI \ 10 I � I I I I I GREAT ROOM ®I /I / I / I DiNING ROOM I � i \ I \\ I s _-- FCI--_ / CAB GFCI O ag' 1 I 1 I 1 4Pc iKIT�HE� i I ® ® Id MJILRQWAAVE NON -VERTU / GFCI / REP. 38' CLEAR ENING O J - - -_JJ GFCI11 - GFCI 1 �I PCI W.H. S'ee detail onllthis sheet i ��LU _ 1 -n _F 22' x 54' I 1 -Attic Access 'fth'11f0% m \ \ -J4 1 OPTIONAL PANEL LOCATION '� �\ GARAGE l / / A GFCI \ 150 Amp yIJ Panel 'trog �a cori \ \ J GFCI \ r--------�_ _ l � / \ \GPCI Garage / r-------M2--------i Garage Door I / I Door Opener I / I Opener I GOLF CART1GARAGE i i i ire For � Front Post GFCI i ; GFC'. to garage lights i i Light ELEC7RIC/4L FL/4N -----, Post Light with SCALE: 1/4" = 1'-0" Photo cell Ce t P t L ht Attic Ventina Calculations Total Attic Space = 2101 sq. ft. FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. regWred Provide A Continuous Vented Soffit between drivew gs LIFE SAFETY WARNING This tyrnbol identifies Life Safety Warnings that should be read givef special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE TENED TOGETHER PER ENGINEERI BEFORE SETTING. REFER TO GINEERING DRAWING TO DETERMII IF MULTIPLE PLY. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI Spanlor less 30' to 60' Span Sprea er Bar 60 degrees or 1<_s T '_ne spac � n pprox. g REFER TO BCSI i'russ must be set this way If crone used. Truss " e+ample, yow truss may not match_ nslst rare operator sets truss this way. Tj irag 4__. Approx 2/3 to Line 1/2 of Span iiix REFER TO BCSI iss 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 ® are installed. IF2 HAN�I IE-F= 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. Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. as tabs sails. Carried Truss EAT PLATES BY CHAMBERS I � TM", ix+mivcnrws 'NER DETAIL 'as NSHOWN FOR CI 11r upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFUL[Y 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 %i A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers V L = 15'1 7K 19'-9' Nk 15'-3" Ilk,I C L INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'1 ABOVE FINISHED FLOOR , I I 1 "., I. I I PORCH RIGHT I CLOU'SED ARIAS ARE OF / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY t INDICATE DEVATION FROM %i %_,PLANS.,i FABRICATIWtN ON AGREEMENT 7 0CAIYWT82erARr®uN7a. A frpte9NEDi n»MG�dtlbpppb4,.dIM.1Mha..Mib�FrhU01c. B uq«.I�ISa.cbloM.dO...le.P..c -. L'.Tlww� wa be tllaae ti Mfl4 atllloldrtoe Itch air buq picrnrR wNtlli as eor aualoay bra�„mrr,a.a,00,.W wtolooll too w�r,°ep•n I'y01t ZAldmxsbtgrairyo1N11Mbeeflr«y1a» A tlteia wdaan rlo0oa r prswdad by a.ra p b rent to Ch Tlua dqo d ddrery the Ind�retglad epees alet no ` r Weill! ten (10) 11111141111110 M reeporm6le b Gl�fllbere Trtlete'�'rprY a buyer r fat plepred ford- of a7nuR 4 Pllw q eltoeet bwiq Doer due b air mgrnR. h 11611 aPh 7 balm le eugeet b pules try dlrlq. eleurada g alklryaR A ia0 pot tlalwlsa bx revrlons rmy be rhalDed br Chrgbxe Tone. . 7. iw. to a PU t*M OFM b C+Irnbre,Time d file sun apaed 4 or r n� yleemxt a regoaabM prlos, rooks eA W made m deMry and pedd Will, kmr Mne� NNa 'rd fid r' uieai Tn' s d +dledutw form to deNalY a t uysr ua aa>,pf eMomiy'a tea for coaadbrs r we t aaleee b PaY 6ars.Tnw reaauWe duipaw�beadkdbataemnatpdy e1Ymadwtt/llipermagAtgt�s • 0.81pMuaaralarraatlr.era,r.Matm.ObowsQZhmm"=lin heri O'r a+WdrWon dCtarnben Tnse rmwldlp aemt far air malelhl ar labregllea dr'Thw by a r�i0 any rid • Ydbrdlre awd b 1114 ire. klfi,maa W;met'. s••, r d rill b rdregsd'w..e b p y weoh t ammo IN remit be mode by the ICL I to overit d try teal conosa as 1hr aPwneK to Woe tardahed be 8ailt boor Cotwy For pwaee eVlee aW are add aDr votes blr rely wWt etllart eIa t� For cola llcaoll~ Wf 69sW PIeOe leA Wood �yrtldelreM On ANSWTPVW CA4-2t M-' 'y. ' 6rONED ME a . iiiiii- - 11111111111111011111 Pi truuses must be fastened iogetlwr per ongbretulrulf before they are set; faDtne to do so can reiultd roof copap�e, T!mpomry and permanent Wwbrp am required and can am Ufa . 'and property and le the ru+aponslbMW of the trues ereaWL Study the coni®Bb of the onpa InduuJed on dellvery lYlaeeenastbesetarrt6tarodpadod rbpevettlr�tayAdii Trusses must be set plumb and e"re Do jifill t boob or adds of PMroodr rooftop madrdl or any other cdtrCanbradd loads on inrases, this can puss DO -NOT SET TRUSSES USING THIS LAYOUT •' •USE LAYOUT DELIVERED WRH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Plerce; Flohda 54982.8423 8004551.5932 Fort PW*9 71246&M12 Foi 77$�486-8711 v....nneeh 7'72-669-20'12 siWrt ' n-2864 02 � "the Architect's or Architect's representative's —shop drawmQ,aPProval is NOT a _ .double check" of the contractor. T The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, - review of truss strapping, and loading on structure from gravity and uplift loads and their rest" a locations. Approved By:� Date: Braden & Braden A.I.A. P.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 0 Roofing Material Shingle or Shake S Loading in PSF Roof R.D.L. 2— -6 _ Top Chord Live 20 o Top Chord Dead 7 4,2 w I o Bottom Chord Live 10 Non -Concurrent c — Bottom Chord Dead 10 3 I TOTAL Load 37 7.2 d 0 Duration Factor 1.25 m o � Wind Speed 165mph Top Chord C.B. Sheeting by builder. :E to Bottom Chord C.B. Sheeting by builder. v ~� Highest Mean Height 15'-0e Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 w V 6'1 � 14'1 I PORCH LEFT a 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT ­--clauel unidu LOBO G.t3.=l;ommuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:-&O1C /o/s/rs� Date:10107/15 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11392 7CJLa,3 1 t �'1oga�eS File co,�,