No preview available
HomeMy WebLinkAboutBuilding plansGulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened w0 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 b/6" thicK cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" Im ELEVATION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #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 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 J/ V IIIIGT 4 U6 GVI UL 01 uG VII b! lFjlGul GVIIL.I G LG finished stucco bands block construction REAR ELEVATION — Overhangs dt 1'-0" unless otherwise noted on Roof Plan Roof pitch at �:12 unless otherwise noted — ,An Chan eS to this Ian shall be Submitted to the architect Gulf Coast Su I and MFG 5v Crimp Metal roofing FL tt11651.12 g 26 ga_ 5v crimp metal roofing attached to plywood deck using 49 x 1.5" 12" ASTM D f Or a r ov a l I n writing i t i nprior to starting construction. p p wood screws with self sealing washer at o.c, max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end 1.26" — R t ALL Stucco Bands Into UJ Ind OW Or Door. laps fastened with corrosion resistant tin caps and with ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o_c. in field. Attach e u r n deck to trusses using attachment detail on this sheet \ 12 4 SLOPE �- 12 o.H. 5/8" thick x 8"w cut El 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction -O" = Finished Floor1 ———————————— — — — — —— ——————————————————————————————————————————— LEFT ELEVATION SCALE: 1/4" = 1'-0" 2" x 4" top plate base -board 12 4 1 SLOPE SCALE: 1/4" = 1'-0" 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 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" 2" 5/8" thick x 8% cut coral finished stucco bands Q ®®o .` L �- � ®®®® 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6'x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenalascomcast.net Stuart. FL 34994 #AAC000032 nts Wgrne Building Corp. The Grdnd C Spanish Lakes St. Lucie County Florida 17{0�O6�03 CC?iECOTTUNTYEI-IunN''cPP Ici., EN' ED FOR CO AV(' E%N'ED B1' a,4 i5 AND ._9�IIT DIti�T HE KEPT ON JOB O INSPECTION WILL BE MADE. ,g4CFtLAgkST4Ef@O&ATMMENTS )ral AI>15AVJiiRj0NJI5a l W Tlffands CONTRACTOR OF RECORD ..,- EPLANO.ANDALLPR'JPC)QFDWOgK -FSUBJECT'D ANY CORnECTIONS OUnED 3Y FIELD INSPECTORS THAT 6E NECESGA;IY IN OPo'DER T5 COMPLY WITH ALL APPUSA2LE CODES. ALL MANUFACTURES;.ABLES SHOWING U FACTORS ANP S4-iGC COMPLIANCE WITH FOC ENERGY CODE MUST REMAIN ON AI.L COONS ANC VANDOWS UNTIL INSPECTIONS ARE APPROVED TERMITE TRD% TIVIEN T TsyQUIRED 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanize( nails into truss webbing. C SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco ba Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSIN OCCURS BETWEEN THE BUYER AND WYNNE BUILDING COP 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 Categoryy: II Wind Velocity: 145 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4.12 Internal Pressure Cow} cient: ±0.18 Subjectabilitg 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 0.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+0.6L0L 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) WalWall Zonec 5: +35.8%-41.8 pPsf sf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai 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: psf FLOOR DEAD LOAD: 1O psf JOB ,ADDRESS: GARAGE d r l t on LEFT Date Drawn 5-9-11 Drawn bg: C_C.U_ Checked by: D.R.B. Revisions : '2 ITC = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet I Comm OF FLOOR FLAK IH, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-C" I. Contractor to verify ALL notes and dimensions prior to 36te" high by 4° diameter sel crash post. Floor proceeding with work. 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. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R702.3.5_ 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance With the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2r," 2'r,° handicap accessibility requirements. y, y2 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage Shall be per FBC R302.6 14. 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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic Insulation I" x 6" P.T. Buck nape block with case hardens materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmer With F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C9(o0, C1002, C1041,C1171, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702.3.5) Drywall Thickness Location Orientation Framing Member Max, spacing of fasteners Nail sizingoptions for p installation or drywall into spacing Maximum wood framing members Nails Screws 2" x min, thickness Ceding 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 16" g" I6" 0,080" dia. xx 1 6/8" long with Direction 15/61" head OR Gypsum board nail 0,084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" l3ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e Walls Either 16" g' I6" 0.092" dia. xx 1 -1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. 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 head per product approval 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 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13(o.l and A137-1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11�18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable 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 accomparliging smoke developed index not to exceed 450 When tested in accordance with 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. Sv crimp metal roofing attached to plywood deck using #9 x LE" 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 staggered this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24"Io.c.) supporting Max. e10lbs. uplift Aluminum Drip - Edge ! Fascia 2" x C Sub -Fascia Kallcan full o vent viagl soffit installed using 1/8" die shank x 15" long gals. roofing nails with 3/8" die. head per product approval - see chart sheet al 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 Im TYPICAL SECTION PRE-ENGINEERED TRUSSES 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 (1) 45 bar cont. in each row. Substitute precast lintel Filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over 1" x furringg strips a 14" O.C. with R4.1 fI-foll -insulation on typical 8" Block walls All drywall to be installed per FBC R1023.1 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 R601.2J. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #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 mil Visqueen over / clean compacted termite treated fill III- H" x 14" Concrete footing with (2) #5 bars cont. and 95 transverse bars at 48" o.c. o 2 %2" 2 0 0 to Masonry Beam / Wads N_T.S. AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR JAL I I I 21' VTR Masterr�� J;L Bath Lay. I 2. I Lay. I 4• 2" VTR Z J� I 1 2• shwr. 3" % Kit. sink I Kitchen 2 I I Lev. J 3' w.c. Bath U2 shwr. 3" 2' C.O. X7o septic PLUMBING RISER 00 I" x V P.T. Buck nailed to C 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 3/16" tap -con with S l i d i n g D OOr D'Ot a l l I Prom penetration at ." max, from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb a m b At Masonry Wall NTS Window Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5/a'x 5'-3%' 54%e'x 63%4" Single Hung ZONE 4 2. 6'-2%s"x 5'-3 %' 15" x 43 /4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21/2"x 38%a" Single Hung ZONE 4 4. 4'-5%e'x 4'-2%a" 54%a"x 54)'s" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %' of°;;°;;°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-BI-Fold Finished 24" x 81 %2" E 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2`81" x 6'-8" x I %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction 34'-0" 14'-O" 9'-6" 12° 8'-6" .12" E E ❑° EIlael E E EGRESS (V 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p Covered Porch ° o_ 12'- 8" O O N E MEI imil ERI I E M1 I I 1 OE E E MASTER BEDROOM I u0� v 8'-O" to 9'-8" A.F.F. ua Ah 8'-0" A.F.F. Vauiteld Ceiling wi aN Flat Ceiling GREAT o E ROM 0 N I Q E Rod !'Shelf 6' 4" ° H.B. I Vanity to be is I t I r N O I to E O o 2" x 6" knee -wall 8'-0" to 9'-8" A.F.F. '� fY below top rr r 1 counter I Vaulted Ceiling I I DiNiNG _ _ LINEN - J CABINE Rod !Shelf B /hSaFs I ROOM Q W Q a, I r - I\w� \ \� W A T H \`� I if E o Vanity to be O I 34 /2"high ry O3 l _ (41") 9Y4„ II'-O s/4„ O .a E High Wall m KiTCHEN 3'-B" 1 0 1q_ Veni Dryer thrOL gh wall O t - I r1h8'-O" A.F.F. Uve-Rang d HO - Flat Ceiling 0 o piper cabinets to D �i iv extend over Ref. 3'-O"4" 8'-1" N 2" filler, I �+ I E to R n BATHrplfv! �[ Rod ! Shelf E Q R-II 6etG neuleaan s ® N O - - - - - -I W.H.O O A / I 4"� Steel Ballard W detail orb .5jv�sbge� I�" I W n 22" x 54" 1 Provide auto Attic Access G F I cuy closer with fight 1 A22" _ _� 8'-O" A.F.P. � Flat Ceiling 15P P 4" v Meter el o 6'-0" 11'-6° � T © `" SECOND �a a Q G�ARAG�E E BEDROOM N EGRESSY E _0 -4" A.F.F. El I MT EE ° ° Flat Ceiling Q Q o r N i O o r-----------------i EGRESS `n Block wall in E I garage to be I = ° E Eli O oo O E i struck block T E I I D O I -C VER D �r I I 12" x 12" concrete column block filled 4'-6" I ORC with con rate and (2) 1 bars vert. tie O into lintels above 6' 2" I O I 00 EE EO ° O 3,_5„ 2,_8„ 2'_8„ 4,-2„ 5,_4„ tl Install windows 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 ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT "x4" P.T. Buck nailed to lock with case hardened nails D a t a 11 a t W I n d o W S prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior race Attach buck to block wall with 1/4" dia. Elco comic screws with min. 1 1/4" penetration at 12" o.c, max and 4" max from each corner thru 2" x 6" PT Buck L)etall at Uoor A b crews thru jamb into buck age and 15" o.c. max and prior to door attachment NTS Scale : 1/2" = 1'-0" MCI URAL 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 IC 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 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 I. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I5 ATTENTION OF THE ARCHITECT. 16 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FOLAD�470N FLAN 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 #1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 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 verification Of all notation and dimensions before starting construction. 3. Soli conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 95 bar vert. at 48" 0.C. max. Provide (1) filled cell On each side Of openings upp to 5'-Il" wide. Provide (2) filled cells on each side of openings from 6 t to `l'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) �. 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-16 and A-3S specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-112" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. #5 bar Vert. w/ 30" overlap SEE TYPICAL Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one #5 bar continuous 6 x6' 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill 4" concrete slab with ribermesh OR GRADE 6"x6" 1*10/10 WWM on 10 and Visqueen over clean compacted termite treated fill Co m _ _— Grade IIII—IIII= IIII, E _ �q_P_oRCH SLAB EDGE DETAIL —IIII III IIII '' 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. SCALE 1/2" = I'-O" 14" 45 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE I/2" = I' -O'r 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 ribermesh OR clean compacted termite treated fill slope. VxV #10/10 WWM on 10 mil Visqueen over fill #5 bar in curb clean compacted termite treated #5 bar Cont. Step per o foundation plan Grade so ppE _ — — cQ (2) #5 bars cont. bottom steel 0" - 14% x 14"d concrete monolithic rooting with (2) 45 bars cont. 12" 14r fF 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Verifg house slab height in field Top of footer It" below finished floor � IIIII� " III=IIII —IIII — O 3x3Oxl6 r, concrete 2" x 6" PT wood secured wit h _IIII= column footing with (4) 3/8"ilia. x 6" anchor bolt at 18" o.c. 1 = = #5 bars each way overhead door track secured to wood " - jamb per manufacturer's product approval 3 30" Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conic. Fill To Be 3000 PSi See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS 14'-0" 20'-0" 00 00 1 i i 11 i ------F� --- 00 O�--- — _I -- — ° Or----- �----,0 F4 Filled cell under p1 O girder above O I 24" I Rear Patio/Slab r O J to be poured separate O from the house slab. F4 I - I O ��r m I Thicken footing to FI 24% x 14"d x 24"L under filled cell I I Ell a under girder bearing. O_ O _ O D 00 LOO _ _ — _ _ m I Rear Patio/Slab to 0m be flush with bottom of I ° r �� q F v a I sliding door recess. Slope 1/2" I ;_ F_ �- I F- I I I t] I Io ° 32'-8" I H.B. I I 4" concrete slab with fiber esh OR I O ^ I ° 6"x6" 410/10 WWM on clean compacted 6 Frill V termite tr squeen over ated fill (FI I I Ell Ic IF_ _rl a F- I I ° O � H-B- 4'-0° I O O F I 4"(0 Steel Ballard FI Aj$iC v � filled w/ 01 Concrete ® I F5 O i a 1 ,;.,_ 4"J9RED I I �E� I I t o E I L �l O o N w3CL `u0 0 I u I FS Uo C ss aQi W I of " x I F5 Recess for OL_ 00 00 ---_J0 Garage Door 9'-O" 3'-5" 6'-2" -6' 6' ❑..J with concrete and (2) 45 bars Vert. ti into lintels above A b FOOTINGS SCHEDULE Mark Sire Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" Braden t Braden AIA, FA Wynne Building Corp. Date Drawn Revisions Sheet Comm # Architects - Planners 411 S.E. Coconut AvenueThe L Grand Carlton G LEFT � 5-9-I1 Drawn by: Tel : (112) 281-8258 C.C.U. G Spanish Lakes P Fax (112) 281-8283 Checked b y' E-mail: bradenaia9comca5t.net Stuart. FL 34994 #AAC000032 St. Lucie County Florida OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = ad ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 6" ad ring shank 16 psf Zone 3 4" 4" ad ring shank 84 psf ** Zone 3a 6" 6" 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 12 "x 12" Column Block v#1 7 Rebar Rebar 48 Bar Dia. Min_ Overlap to Lintel Attachment NTS Provide tt5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete -� BUB-OB/OT precast - lintel set in mortar Min. 8" Bearing - - --,` Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck r;:Ell Poured Filled Cell .ached per ,lamb 1 ads into filled cell r4" Pre -cast Silly i.,f 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 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" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 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 Tyype 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. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM ID(type 2) 30 lb felt 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 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 #5 bars Z Lintel Bar Clear "B" Length Length Span Bars Bars r` CLEAR 1 2'-10" 2'-8" 1'-6" 2,#3 none 3'-C 3'-4" 2'-2" 2,#3 none BF8-OBAT BP8-IB/IT BPS-IB/2T Additional 4'-0" 3'-10" 2'-e" 2,33 none #5 bare •.•, CLEAR 4'-61, 4'-4" 3'-2" 2,#3 none One Row of "H"-;<1•.; 5'-4" 5'-2" 4'-O" 2,93 none Block Above Precast Lintel r 5'-101, 5'-81, 4'-6" 2,44 none 6'-6" 6'-4" 5'-4" 2,#4 none Additional ''"`'' , 11 1 >". 45 bars i 7'-6" 7'-0" 6'-2" 2,#5 none BFIL-IB/IT BFIL-IB/2T NOTES: 8'-4" I'-10" T-O" 2,35 none I. min. coverage or stee1=1.5" 2. min. bearing required a ea. and-8" ALL reinforcing Steel Is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION l 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 sib Max Gravity Load IPLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" V-L" 8F8-OB/IT I #5 30L9 15L9 1024 1_31 2'-L" T-B" 3'-I" 4'-0" 8F8-OB/IT I tt5 256I 1363 IL3 L45 4'-5" 5'-10" 8F8-OB/IT 1 tt5 1105 909 339 L50 5'-O" L'-L" BF8-OBAT I tt5 1239 835 121 LLO L'-8" T-V 8F8-OB/IT I tt5 1011 i21 534 L80 8'-O° 91 8F8-IB/2T I tt5 2 #5 152 591 512 L90 T-O° 10'-v 8FB-IB/2T 1 #5 2 #5 443 530 401 L90B 9'-0" 10'-6" BPIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" 8FB-IB/2T I #5 2 tt5 582 494 452 LIOOB 10'-0" ll'-4" BFIL-8/2T ONE 1 35 2 tt5 1 l31l 1 1028 452 LI20 12'-0" 13'-4" 81111 1 #5 2 #5 4111 428 324 L120B 12'-0" 13'-4" SF16-IB/2T ONE I tt5 2 #5 1015 110 324 LI40 14'-0" 15'-4" BFIL-IB/2T ONE I tt5 2 #5 1250 609 259 L140 IL'-O° 11'-4" ellI #5 2 #5 300 192 194 LILO$ IL'-O" IT-4- 1 8101 ONE I tt5 1 2 #5 950 5o0 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 hurricane anchor at each truss 4 with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift , Aluminum Drip ------ Edge E Fascia 1/2" 12" atta Prams 2" x 6" Sub -Fascia no h Kaycan full o vent vinyl soffit installed using 1/8" dia shank x I S" 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 14" below finished floor Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger t gable end truo ss with (2) IOd IS at each web on 3/8" hi -rib lath ntal and vertical wood m staples to provide 4" penetration into mi n 3/4" penetration mme members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per Foundation plan Poured Co concrete t Poured Concrete concrete bioek u Concrete F Manufacture, Flush Mount& Wood Base Wminum Panel iizes per manufacturer See Tyocal Stud Detail 7/8' x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details m Stud Detail Stud w/ Die Cast Zmc nrs Nickel Plated wing Nut 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;E=D WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass is w L x � L 0 R Ql cy Q) = a-i ♦J L L T �C to to 1 O is U p � Er= O N U N L < L 2 Brace Gable end with 2" x 4" SYP 42 min. eft back nailed to bottom — of top chords using (2) IOd nails at each truss in bottom chord of trusses o to -I/2" drywall with smooth finish Two rows of beam block filled with concrete co -and (1) #5 bar cont. in each row. Substitute ki recast lintel filled with concrete and (1) 45 Ear W n cont. for bottom row over openings m I/2" drywall over I" x furringg Pi strips at 16" o.c. with R4.1 -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" on,y proportioned per FBC Mortar R607.1 and joints shall comply with FBC RLOl.2.l. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) US bar vert. (typical). 'Max. O O spacing shall not exceed 48" unless th t d Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' into dia. beam threaded either wet rod with min 12" embedment set or in epoxy with hurricane anchor at each truss (22) truss IOd leg nails into per detail truss. Add blocking to on this sheet ( 24 o.c.) HETA 20 IBIO supporting Max. Ihs 11hilft WME VA4 AX A RON minx Pill Is PLAIN HETA 20 o erwiae no e see foundation plan notes for spacing at openings — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET Zcl an coin WWM to 6 and Visqueentreated over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER / clean compacted termite treated fill ANY C H A N ES III 1=III11 IIII=1 IIIIIIIII=1I 11 I11�1I =III IIII=IIII—IIII-IIII-IIII I I I I I I— 111 — j111 „.IIIIIIII=IIII=III I I I- F1 „ illll,l�ll� ��1111i1=1i1111' 3 T �ctl ical S �p on dt Front fi orch Braden t Braden AI A, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (712) 281-8283 E—mail: bradenaia8comcast.net Stuart. FL 34991. #AAC000032 CN Q z u to w � X L � rn y � to ° a Q � Q U to U O is 0 avOD na LJ� L � D r G TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wynne Building Corp. Date Drawn : Revisions : Sheet Comm # 5-9—I1 The Grand Carlton CLEFT RAGE Drawn by: Spanish Lakes Checked by: St. Lucie County Florida OF 5 D.R.B. ° PANEL 'iA" Pales BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 TO kw #8 A/C comp I 2 AHU #10 3.5 kw 30 2 3 q 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 1 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 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 is 16 Refrigerator 412 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 11 is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts tt12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 912 20 I 1 20 1.4 kw 412 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts U12 20 1 I 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts 412 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 I 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 20 #12 Bathroom GFI 39 q0 General Lighting #12 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General.Llghting..(3 watts sq. ft.) Small. Appliance. C,ircult(s), ...... .. ..... ....... i2ange................................................... .... Refrigerator.................................................. Microwave ................................................................ Dish er .........Wash.................................... Clothes .Washer,_....... I ...................... 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 1 1,200 1,200.................... 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 0 10,944 Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps L 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed Pe Push Button Switch -0- Exhaust Fan Duplex Outlet Calling Mounted Light Special Receptacle 0- Wall Mounted Light =E) Fc Waterproo ground fault circuit ,n Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector M Calling fan ©v Television Jack Telephone Jack AC DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up ❑I Intercom J 143 CFM IOxlOx6 PATIO/SLAB MASTER BEDROOM CAROIAT ROM 143 CFM 1 IOAOxb 12xl2x9 B/A F\ r-1 Center Registers a \ i 169 CFM on telling Fan 169 CFM go 12x12x9 - �� IOxIOx I IOxlOxn B/A HB CLOSE CFM I ° 8x4x4 I I I 1 J 8x4x4 12 i I 3 CFM - \ Vent_thru ---- _ _ \ I DININGSoffit ATH - -'`~ \\\'\ I ROOM o I °e 1N 153 CFM 12x12x7 � ° I 20 CF u 8x4x4 I I I FM I i R7A� - __ _ o_ i �ce7i�; A T H 00 T 2040 I I I " 54" ," I 116" Attic Access r 22x oa - th fight L - I = j 232 CFM J Q I 12x6xZ 150 Amp L_ r- Meter Panel R� GARAGE r-----------------� i I I I I I I i I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A PAN O= THERMOSTAT LOCATION M E C �I /4 M C A A Y C u T B/A = BALANCED AIR Electric Notes: SCALE: 1/4" I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install service and provider. all items for a complete electrical system and provide all 4. ALL paddle fans shall be on a rheostat. the requirements necessarg for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected. 18. All work shall be done in accordance with the N.E.C. and 1. Recessed cans to be installed per NFPA requirements, shall complg with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone compang. 9. 10. A/C Return Air Balance Must complg w/ FBC RM1602 A/C Refrigerant lines that are run thru slabs must be 19. The electrical s stem shall be tom letel and effective) y P 9 g sleeved in PVC grounded as required by the latest edition of the N.E.C. 11. ALL A/C Equipment shall complg with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be full operative. 13. Contractor shall pag for all fees, permits, testing, and inspections including blower testing where required. 21. All equipment and panel sizes shall be verified before 14. All work shall be coordinated with other trades to avoid ordering. The contractor shall provide circuit routings to suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the 22. Furnish and install all fixtures as called for on the plans duration of the work. or as selected by others. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two from 23. All racewags and pipes placed in or through any concrete years the date of acceptance or certificate of occupancy, or one slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service_ gear from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit, other phase of installation that may have been damaged. 25. Dryer Vents to be installed per F'BC RMIS02 COVERED PORCH SECOND BEDROOM I \ 12xl2x8 "L B/A A/C disc. ISO #2/0 Aluminum feed AMP I %," Conduit �� MCB f2ANEL 2" PVC ( 2" rigid service FPL I Bare #6 copper wire to #5 cont. rabar in slab ELECTRICAL RISE' - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru S0 It Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenala5COMCa5t.net _ Stuart, FL 3499(. UAAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install owlet under disc. not shown or ) clarity Q A iC Meter I6" PATIO/SLAB /, Covered Ford,,, MASTER Q BEDROOM \ i WP GFCI \ � TV TV ICJ Ty \ I I 0 sH CLOSE m Smoke / Carbon G R AT Monoxide Detector R O M Combo O S I CM I I I I I TV II I II I �I DINING \ GFCI I -- I I ROOM KITCHEN I �/ r( I L - r3moke / Carbon - �+� Monoxide Detector / S / /24" 3'-2" 3'-2" Combo C GF GFCI � / 42" GFCI � W.H. r I 22" x 44 I," Attic Access with Irght \ L A 31 - 150 \ A R i Optional panel location Pull chain light in attic 42" GFCI GARAGE II Garage Doar Opener r----------------- I I I I I I I I I I I I I I I i I I I 1 ELECTF--�f CAL FL/4N O,Cente L L 1 ® S 50 CFM F N - RIB / `® y WP GFCI COVERE-E:f T � P-0-RCH SCALE: 1/4" = 1'-0" Attic Venting Calculations 1=5C 2309.1 TOtal Attic Space = 2124 sq. ft. Venting RatlO VISO = 14.1� Sq. ft. required fi rovlde A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Post Light with '1-4 Photo cell I Date Drawn Revisions 5-9-11 GARAGE Drawn raven LEST by: c.c.U. Checked by: D.R.B. 0 N E 6' - 3" Sheet E-1 OF 5 H.B. Exhaust Duct 7hru Soffit 11- Wire For Front Post Light Comm tt i a LIFE SAFETY WARNING Thssy boI identifies Life Safety Warnings that should be read giv n ecial attention by all persons installing trusses. SPACING NOTE Al_L TRUSSES ARE TO BE SET AT 2'-0ON GENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ::AS ENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE �A'' IF MULTIPLE PLY. Allk M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30';',Span'lor less Al 30' to 60' Span o degrees Sprea er Bar \or less f-. .._ I /I __� keg �__APProx 2/3 to Tag. Lir ' .'I-'`�n 1.)prox. Line 1/2 of Span hrf,> T :CSi REFER TO BCSI Lis n s Ibe ;r, tl.s •wry I crone used. Truss must be set this way if crone used. Truss �.s a ample, your ,nss moy "t mmcn This is an example, truss may not match. nsist vane oiler ato, sets truss ta5 way 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. A 1 Ill " N, l ll 1— E R l O TT IE= 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. t.J I\LI I\L JLII I J H I IHIYh.TL1� Carrying Girder For Truss to Truss Connections see hanger/connector rDomeangle be as shownabs o schedule in engineering nGuide ils.gg nails. package. Carried Truss SEAT PLATES BY CHAMBERS r` INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER i AT A HEIGHT OF 8'-l" L ABOVE FINISHED FLOOR 12 4.00 upset=1/4" heel=315/16" PLUMB CUT END 1 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 I 12 2.00 upset=1/4" hee1=315/16" 1 PLUMB CUT END II 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A Ll ARRANGE WITi CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH I► Do not stand on trusses until they are braced per BCSI &properly nailed to straps &hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' 'Tl d�» whm*t.T A3 a� arlETunNw . The rdrslprhd rd apssc - T:.T'rmse.. w■ w rod. ddd socadarm wah 611111 mas pbtmnae ttlegram layout, which br deternirahg.arceestllll fahfleatlarh dthe horses 2.-M drMnIII0111111 In tlb! haw baeo vetoed byes udaYprd. A {kips va#teth notles le prowlded by txttlred and b Chrnbas Teas Win ten rgl drys a orrery nha uderstpad apses and to badechapp we be aloawd.-In the simt such wdllsn MGM Is tiaridhed Chen"m Truss and lots Uses M buliliness drys In %god - b bephh repaks raquied or b substlh¢s odwtrusses, at C hmpbars oll 4. The hrderdgrhd sdoowledgse race" of-wm 1-0T nararrysMd by TPI S WrOA. 'a. Derrry le b lab all.. a b tlr wy.r.•rs p«h.tmy b row M kb W edeble rot de . Chrebers iYhms Ias tla sale au0hdy b depmis On subblMrdthe job alto of a poitlon a1M Job sae Axddvey. Chsnben Tows we be rasprhsale frdurnp daMry ady. Thee" b respora t fraddaaW dNwry.)pens*; 9Clhrnbrs Thus; ha b raudrr keashwe'lob sae le cat praperad t'r a.11eey r Ihllyr b na w.prd tar a.al.y a tnh...e. � le nsprade to ampbms Tnwa rorbwYhp eo h due b sae *Mr =. & Prke as shown Ill pmepagh 7 bol Is shhblec to charge s any dmWs me.plede Ili Cii.lereti A StiO per loofae for revlelorn msy be =by Chsrrhbms Tn3w 7. This'fs a PURCHASE ORDER b GItl116ahs,Tnae d on fork speed b, or r phsmnmd a rolumable Firs. kwoke wa be made an dervay ad paid whin tams d on -doll Ill rosy. be wads d scheduled dais brdOM 9 hW carrot detivery Of fabrthated buses. The undersigned spess to pay Chu bers.Tpas reoauW abooiey's fee broolad4s In evert of pgwsM not tkney mds.1.12 %per nodh well caiga we be added for d awns not pakiw" tams. - . & r>gnsAwe or kdlob anywhere on ate dad coratlhRes sprsrnedb or arhns haabh. t4 in cahsldaratlan of Chambers Teas tdeu6hg or** for 26 msta,al to udrdpsd uorhratlrhalY psradess peymai when due of any and d ledahtedrass awed to Charnbers Teas by.ary fly recahirhp rnstdel and the uderveled pees to pry such Itda6tedhsw k1cludi h' g atpneys reek r default Inpayment for nstaW be rods by the y'° event of try oaorNng Sile apeern K rA keens isradw h woo dr or pe n onts refaved to hrekh, 0w partlos apes tlM the sple vary bhr any such sctlon we be Said Nde Caahy, Fled ChL 11. Dadph resporaalMss an pr �Nstlrhit Sla lard And �unaanded Guldebw On Raipaamatles Fr Carhdrhecicrh using MaW Plats Cameced Wood Trumn ANSVIPWVTCA 4-2002"- •'�. DATED~1F $ZONED ' . T Aspwaderbarmtglbgwgt Wper'13CS14.03'bptamtijtryadmmgm mumple pry trusses must be fastened together per engbnertm before they are set; falluro to do so can r"uliln roof collapse. Temporary and permanent tracing are required and can saw Are and property and b the reBportslbmw of the truss erector. -Study the contents of the bdormudon packet Included on deAvery before Setting truss . T.kuw euwdbesetwdbracedpadealltbpraeoctHtsyLdanma Trusses must be set plumb and aquae Do oot'fset bunks or Black of rwood, roan materm or any .otheir cdnCentrated loads on tenses. this can cause collapse. DO- NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED vM TRUSSES TIC SE f TRUSSES CH MBERS TRUSS INC 3105 Oleander Aiienue Fort Plerde; Florida 308Y"6423 800-551-5932 Fort Plerce T12i86-=12 Fax 772486.8711 88-211 Vero Beach ' 772-612 Stuart ' 77Tr.=6. = :rhe Architect's or Architect's representative's shop drawing approval is NOT a "double check' of the contracts,. The contractor shall remain riesponsiible 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 respe t ve locatio Approved By . �b Date: 92.0/93.2 MITEK 42 Braden & Braden A.I.A. P.A. DESIGN CRITERIA _ County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting 'o h Roofing Material Shingle or Shake 'r tin Loading in PSF Roof R.D.L. = Top Chord Live 20 s Top Chord Dead 7 4.2 NI0 o I Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 oI TOTAL Load 37 7.2 Duration Factor 1.25 to 2 Wind Speed 165mph d Top Chord C.B. Sheeting by builder. s Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height 14'-0" H Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W (n a 2 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:All /c/y/,,r— Date:04/24/12 Revised:10107/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323'''e ')p�,�7 Y46� 9-s