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HomeMy WebLinkAboutApproved Plansrue COPY i .IVED Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" 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 12' J.H. 12„ µ 5/8" thick light textured O O stucco on typical concrete block construction --—————————————————---- --—---————————— — ----- 0 Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION 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 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 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 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 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 M*�11111112 Md. :" J/ V 1.I11bN �Ul. 1-v1 ul SLUCGo on Lq PICOI concr-ei.e finished stucco bands block construction ELEVATION DOTES, REAR ELEVATION SCALE: I/4" = I'—O" — Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof Itch at �:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 p 26 gga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo— ,ArL charges to this plan shall be submitted t0 the architect (typ s2)eBO llbws wit hfeltf underlaymenteinstalled r it ' with minx 4' spacing over rand L"Mend laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails for approval In writing prior to starting construction. aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach — Return ALL Stucco Bands Into UJlndow or Door. eck to trusses using attachment detail on this sheet 12 -4 1 SLOPE TERMITE TREATMENT REQUIRED OONCEALED FASTENERS OR ATTACHMENTS ARE THE RES'PONSIBILn OF THE CONTRACTOR OF UM ALL MANUFAOTtinle LABLIS AHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED T'HcSE PLANS AND PALL PROPOSED WORK F ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT: li.wY Br'NEC00ARX INQRD�R'TO.I CO P YWifHsLljP?F?I,ICAi,SCODESA /8" thick x 8"w cut )ral finished stucco bands P�ji -04 LIrPP n; Zi;, n�-j' I'. eS ON IZ FaJTF",'�.: (➢>>JR :Giv}(P,.➢ : VyE `'P1 B - l�l. ONLY DATE PLANS AND PERMIT MUST BE KEPT VNJO7ri OR NO ENSPECTION WILL BE NltiDE. 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 C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 8'-1" T.O.B. H. ®® ®® H. 12" 2„ o.H. 5/8" thick x 8"w cut H. 5/8" thick x 8"w cut ® T ® ® ❑ O 3 coral finished stucco bands coral finished stucco bands o 3 � /8� t s"w ® tors finished stucco bands A 5 hick x cut 5/8" thick light textured ®®®® B stucco on typical concrete block construction ara a Finis ed Floor Finished Floor ——————————————————————————————————————————————————————— — — — — ———0'-4"A,p.F• 5/8" thick light textured 5/8"h hrclkmcutwcoral stucco on typical concrete finished stucco bands LEFT ELEVATION FRONT ELEVATION block construction SCALE: 1/4" = 1'-0" SCALE: I/4" = I'—O" 2" x 4" top plate Interior Dion—Bearin 1/2" drywall ceiling on truss bottom cord Jail on uds at 16" o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Partition nts 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 Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: 1�1'-0" Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_Ie 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 T�'iiorjirci Adjustment factor for Exposure He 1.21 x O.6 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; OADL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 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) Wall Zone: 5. f Zone 4 I +35.8%-�l.e psf Walls Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yea Continuous Load Path Provided? EM = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yea END ZONE Minimum Soil Bearing Pressure:2,500 pat, Presumptive: X By Test: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: oaf FLOOR DEAD LOAD: IO sf JOB ADDRESS: \ File Py FLOOR i= L A N ll_� CRASH POST DETAIL. TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verifyALL notes and dimensions prior to steel high by 4" diameter steel 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 ksl steel plate) a minimum 1,400 P.S.I. fiber stress. 61, 4. No dissimilar metals to touch. 2%," 2�, 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 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses With screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. S. 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 2,," 2r2" handicap accessibility requirements. /2" y2 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 R302.6 14. Door between garage and residence shall be I-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation x block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attar 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 AO, CI218, C1396 be C1002, C1041,C1111, C1118, C1395, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" T' 12" 13ga 13/e" long with 19/44" head 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail /2 OR Walls Either 16" 8" 16" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail a Walls Either I6" 8' 16" 0.092" dia�xR i -1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. to Masonry Beam nails Install SGD thru buck into p I 0 block with SAC' tap -con with y 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Fi Use 3/14" 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 akprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118-3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanylng 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 #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 (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 at on this sheet \ 5impson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kaii Pull o vent vinyl soffit installed using 1/8' dia shank x TV long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet III 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade TYf'ICAL 12 4 Wood SECT1 Old PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg 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 (I) #S bar cost. in each row. Substitute precast lintel Filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drygwall over 1" x furringg strips at 16" o.c. with R4.1 ?I-fod -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 Rii and Mortar Jorl shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with Fibermesh OR 6"xb" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated Fill 14" x 14" Concrete footing with (2) #5 bars Cont. and #5 transverse bars At 48" o.c. Scale : 1/2" = 1'-0" tom Sliding Door At Masonry Wall N.T.S. Head fixed door sliding door 1 1/2" Sill Detail NTS AREA CALCULATIONS Living A/C = 14-4L sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft, Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2' VTR J1L I I I I 21' VTR Masterr�� JIL Bath I IL v. I 2' I Lev. 1 2" VTR 3- JIL 2- I 1 Shur. 3' / I Kit. Sink I Kitchen 2 I Lay. ,4 3• N Bath . To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall al Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approvaljamb wirdouw Schedule Mark Size Rouclh Coen. Window Description PRESSURE ZONE I. 4'-SYe" x 5'-3 %a" 54Ya"x 43/4" Single Hung ZONE 4 2, 11 5'-3 /a' 15" x 6314" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21Y;'x 38%" Single Hung ZONE 4 4. 4'-5%"x 4'-2 /a' 54Ya'x 54 Ya" 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 by contractor with manufacturers specs prior to construction D ocr Schedule Mark Size Rough Opening I Door Description PRESSURE ZONE A T-O" 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'-81, 14" x 81 %2" rd eye:.°on 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 b'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-e" 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 Ul All rough opening dimensions to be verified by contractor With manufacturers specs prior to construction C C1 34'-O" 14'-O" 12° 8'-6" .12" E �° ❑° ❑° PEI I 13E] EGRESS E - 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p E Covered Porch ° o O El N EE a FRI I Ml I I I 10 00 MASTER c BEDROOM 8'-O" tot T-8" A.F.F. vOD w n ~N 8'-0" A.F.F. Vaulteu Ceiling b o Flat Ceiling 1 GREAT ROM o 0 I N I E Rod E shelf -7 H B rq Vanity to be I I r I V- I r N 34 Y2"hip b- I N I O " O I �° J J ce O 2" x 6" knee -wall 8'-0" to 9'-8" A.F.F. below counter top NV1 rr r 1 Vaulted Ceiling DINING la" UNIEN CABNE - Rod E Shelf 8" I % F' ROOM ® I I O LUL ,ATH o Vanity to be IN I 34 Y2„high 3 1 High Wall ° KITCHEl�1 �.'_e" 1 o a- Van Dryer m F,11 through wall O t - _ 1-1/2" - - N I 8'-O" A.F.F. Uver-hang d - Flat Ceiling HO � " 10'-51, TO2" B. Upper cabinets to D extend over Ref. 3'-O"4" e'-I" N filler 4'-0" N Oamn9 - - I E BATH Ln - °wsvt Veil O R-II Batts nsuiation w H - Rod li Shelf O N -I N _ O A/C I 91 4"4 Steel Ballard See detail op _tbig_ii " _ c I I�" 22" x b4" 8 1 w F n Provide auto Attic Access p N ° with light closer_ N a - Q 22" _ _ 8'-O" A.F.F. Meter GO s Amp o Flat Ceiling 4" 6'-0" arp i panel in_ file© SECOND m\ '° � E BEDROOM � GARAGE EGRESS O 8'-4" A.F.F. OE MT EE Flat Ceiling E r E N O N ° O ° o O r----------------- 1 I EGRESS E r Block wall in I garage to be I ° = 0 0 O ro 0 0 struck block E O_ O O I I C V E R D 12" x 12" concrete column block Filled 0 ORC with con rete and (2) 1 bars vert. tie O into lintels aboveto I 6' 2" II'-61, 6" I ® I I I E O EIEI ElEll IIE1EIDE ° o ° N - 3'-S" 9'-O" 3'-5" 2'-8" 2'-8" 4'-2" 5'-4" 3'-4" 9'-6" 34'-O" Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -� / \ Buck to be I" x 4" FT x4" P.T. Buck nailed to I" lock with case hardened nails D e t a i I at W i n d OW s prior to window attachment Braden It Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 34991. #AAC000032 NTS W Line Building Corp. The Grand C Spanish Lakes St. Lucie County Florida arlton INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION GARAGE LEFT Date Drawn 4-12-11 Drawn by: C.C.U. Checked by: D.R.B. Attach buck to block wall with A a 1/4" dia. Elco conc screws with min. I I/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall E30 Aries 1=]E #8 Wood screws thru Jamb into buck at each hinge and 15" o.c. max and 17 P t ;911 At l� nnr prior to door attachment NTS Revisions Sheet Comm # 2. 112-26 OF 5 T+iic copy 3,4, 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 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 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. 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 I�. FCLAD/470N CLAN 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, A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 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. 1. 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. 3011 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 48 bar vert. at 48" o.c, max. Provide (1) filled cell on each side of openings up to 8'-I1" wide. Provide (2) filled cells on each side of openings from 61-011 to 91-1111 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 2111 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 (0, meeting ASTM A-16 and A-38 specifications. ALL Anchors to be A-30-1 steel. °I. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell Gr mm� E TYPICAL CTIONS 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14" TYPICAL FOOTIN oil I 14"w x 14"d concrete monolithic �'footmg with (2) #5 bars cone, DETAIL J 0C1AL= I/ 1 = I —V 4" concrete slab with fibermesh OR 6"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan 0" '(2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE. STEPDOWN TI _Q r I/711 = 11_/II 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished Verify house slab height in field 30"x30"xiC concrete column footing with (4) #5 bars each way COLUMN FOOTING DETAIL SCALE 1/2" = 1'7O" Thicken edge to 8"x8" with concrete and one #5 bar continuous 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_ 4" concrete slab with fibermesh OR 6"xC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill E DETAIL SCALE 1/2" = I'-O" US bar vert. w/ 30" overlap at each filled cell SEE TYPICAL 4'_'�SECTIONS Adjust curb height based on gar, floor44" concrete slab with fibermesh OR slope. 6"xV #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill Grade 77, �� OO E- - "' IIII III 14"w x 14"d concrete monolithic Footing with (2) #5 bars cont. 14" F rj GARAGE CURB DETAIL SCALE 1/2" = I'-O" 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 ITS 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 Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, FA Architects -Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net 2 — — EE EE 1 1of ° Or--=—=_----,0 F F FI J � J �L_ _ I I �1Filled cell der girder above I 00 I 24" O Rear Patio/Slab r I I O r J to be poured separate from the house slab. �_LI O m I OI _ ,o I Thicken footing to 24% x 14"d x 24"L I I I FI under filled cell I IEIa under girder bearing. E E EE LEE -----�0 I �" FI m U m I Rear Patio/Slab to be flush with bottom of I ° m `r a-u _ -= I sliding door recess. Slope 1/2" I t= I E I I;- I�- I I F- I I'E I FI O o H.B. E I 4" concrete slab with fiberriesh OR ( E Cx6" 1*10/10 WWM on L mil Visqueen over clean compacted termite tr ated fill o I FI I E I IC I I FI I 0 I l HE H.B. o 4'-O" I� a a000 IE ° -------- r — WH. I I o A/C I Ballard v FI 41 4" i6 Steel I filled w/ Concrete ® F S j I I 75 I L � � I 47 E trgo I I I nav i w I _ I E-- I I IE - 'a I L o_U " a - I u\pc N Fsl ----_--_---w0 I FS m 11J I E E I I I I I I O EE ° I ��" x 0 O N I F5 Recess for L E — OD Garage Door 00 00 --- °—-- — — — — —— ° 0 o p 00 F F 3'-5" 9'-O" 3'-5" 6'-2" 1 �1II 1"I _I - L1__I A.11_J Winne Building Corp. The Girard Carlton Spanish Lakes St. Lucie County Florida li M1 lconcri 1. VIM GYG bVlMlllll YIVV1� IIIIGV with site and (2) 41 bars vert. ti into lintels above A b FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS F 12"W X 12"0 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 3*5 BAR CONTINUOUS F5 th With With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" Date Drawn Revisions Sheet 4-12-11 Comm # GARAGE Drawn by: LEFT C.C.U. 3, 12 - 2 � Checked by: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use nails or screws based on pressure for rooT stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressu e Zone 1 6 6 8d ring shank 45 psf Zone 2 41, " 1 ring shank 16 psf Zone 3 4" .4 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan Rebar t0 LIrt&l 12"x 12" column Block A#1 Rebar Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete Y r , SUB-OB/OT precast - lintel set in mortar _ Min. 8" Bearing - - Provide x5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb etails into Filled c 4" Pre -cast Sill � Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinrq to vert. leg of truss with 10d x 1.5' nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" die. threaded rod aet min. I. into wet beam and (22) IOld nails into truss 48 Bar Dla. Min. Overlap TRUSS BLOCKING DETAIL " I AT GIRDER STRAPPING.: A t t a c h m n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 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 C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced 6 o.c. at all Inps and two staggered rows 12" ox. in Field. Attach dpeck to trusses using attachment detail on this sheet \ Additional Precast Lintel #5 bars "� '.'' 7DtEAR Lintel Length Bar Length Clear Span a ii A Bars a ii B Bars '-6" •• 1 1 1 ''ih'i`,,•' 1 2'-10" 2'-8" 2 #3 none 1' •'' I 1 1 1 1 3'-C 3'-4" 2'-2" 2A3 none BPS-OB/IT 8128-I1BAT BF8-IB/2T Additonal 4'-O" 3'-10" 2'-8" 2.#3 none #5 bare cisn .%fir "'.l;:` 4'-6" 4'-4" 3'-2" 2 #3 none One Row of "H" Block Above F = 5'-4" 5'-2" 4'-0" 2 3 none -10" 5'-8" 4'-C 2 U4 none Precast Lintel 6'_C 6'-4" 5'-4" 2 u4 none Additional %•`..':, 1 >. �____, #5 bars 1'-6" 1'-0" 6'-2" 2 #5 none 810I4-I13/IT BFIL-8/2T 8'-4" 25 none NOTES: ALL reinforcing steel Is grade 60. I. min. coverage or steel=l.5" 2. min. bearing required a ea, end=8" 3. standard for renf. steel=ASTM A615 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 S1Se Top Steel $1Z° Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-L" 8F11-OBAT 1 #5 3069 1549 1024 L31 2'-6" 4'-O" 81=19-015/IT 1 45 2561 130 1L3 L45 4'-5" V-10" 8FB-OBAT I #5 1105 909 339 L50 5'-0" L'-L" 8FB-OBAT I #5 1238 ess 121 LLO L'-8" T-L" BPS-OBAT 1 #5 1011 121 534 LBO B'-ON 9'-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-V BPS-lB/2T 1 #5 2 #5 L43 53o 4ol L90B 9'-0" 10'-1" 8FIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" BFB-1$/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 1 11'-4" 8FI6-I5/2T ONE 1 85 2 #5 1364 1028 452 LI20 12'-O" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0" 15'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 Log 1 259 LILO IL'-O" 11'-4" 8F8-I13/2T 1 #5 2 #5 1 300 192 194 L160B IL'-O" n'-4" 8FIL-IB/2T I ONE 1 #5 2 #5 J 950 1 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails - ( 24" o.c.) supporting Max. 1810lbs> uplift Aluminum Drip _ Edge t Fascia 12" 2" x 6" Kaycan full o vent vinyl soffit installed using 1/8" die shank x I S" long ga1v. rooting nails with 3/8" dia. head per product approval - not chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #1 bars vent. t ed_ into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor to 4 12 Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd " 1a at each web \ Poured Ca concrete b Poured Concrete concrete block u Concrete Manufacture nzeaizes m Panel per manufacturer See Tmmal Stud Detail appropriate ppr r to washer and spacing per manufacturer's Details � �6 Stud Detail Stud w/ Die Cast Zinc xrs Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable end wlth 2" x 4" SYP #2 Bit, back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERf-:ID WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) to u) n iLi X a3 � s 13 rn cv � <4 o1 1-119 n CL T L +� N U) U 00 � EC= °p Q NPv- C4 U tV L < W 2 En Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottom-- of top chords using (2) IOd nails at each truss 1/2" thick stucco on 3/8" hi -rib lathIn attached to horizontal and vertical wood framing with nmis or staples to provide no less than 1-3/1" penetration into horizontal wood framing and 3/4" penetration into vertical wood Premmg members V'-1/2" �R-30 blown Fiberglass bottom chord of trusses drywall with smooth finish 'ap 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 5/e" light textured thick II 9 stucco on typical concrete block construction Varies - se plan 1/2" dryywall over 1" x furrin strips ai 16" o.c. with R, pll-fod insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. per FBC RLO1.1 Mortar to be Type "M" onl proportionedR401.2.1. andppy _ tOur-OjotriLRock at all lywet tareaCex.6showers, tubs etc...) T m #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — Slope per Foundation plan lII�IL!EI!!®!1� Straptruss to wall usingSimpson MGT with Simpson p HETA 20 5/8'dia. threaded with min 12" embedment rod with hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet i, ( 24 o.c.) HETA 20 1810 supporting Max. lbs. uplift awan, w a PA OVA Ed a 01014WEAWMAIN Orm., WA A 1 VAN W40 AMA_ . Fe HETA 20 )F- LLJ U1 Ul � X L � a-i s OUrn N r- Q m `o n Ll LU L _ N do U'_ 0 (UU U) LL E E c � UN L r FIII cell with concrete and (U #5 vent. (typicaD. O O L Max. sppbar shall not exceed Ba8e 48" unlessnotherwi a noted see foundation nings notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J spacngatope 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Cx6" #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE I • � L�.I 11I - 1=1111=I I I I=III —I I I I 1 l i'- \ FI 14' T4�)Ical Section at Front Forch = i " Braden It Braden AAA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AAC000032 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 W(gnne Building Corp. Date Drawn Revisions Sheet Comm it 4-12-I1 The Grand Carlton CLEFT E Drawn by: — �.�.u. � - 12 — 2 � Spanish Lakes Checked by. St. Lucie County Florida Z) iR.B. OF 5 ale dopy PANEL "A" Pales BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 qo 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 6 Range #L 12.0 kw 50 2 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 6.0 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 #I2 Microwave is 16 Refrigerator 412 L2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 17 is Recepts #12 20 1 1 20 1.5 kw 912 Kitchen S.A.C. 19 20 Recepts 412 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 Recepts #I2 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw 312 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #I2 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 I 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 3L Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 I 20 ttl2 Bathroom GFI 39 q0 General Lighting #12 20 s are 1411 42 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(.3. watts sq. ft.) Small. Appliance. C.ircuit(s),,,,,,,,,,,,,,,, ,,,,,,,,, Range .................. ...... .. .. ..... ......... ....... Refrigerator ..................... 1.1......................... Microwave Dish Washer ............................................................... Clothes Washer Water. Heater ...................................... ........................... Water. Pump ................................................... Garage Door Opener .. , . , . 1135 3 5,205 2 1,500 12A00 3,000 1 12,000 1 1,200_ 1,200 1 1,500 1,500 1 1,200 1,200 I 1,200 5,000 1,200 1 5,000 1 4,500 1,800 810 4,500 1 1,800 1 810 Total Watts 31,415 First 10000 Watts $100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,964 Electric Heat or A/C 10,000 865% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps 1=1�ctrlcal S mbol ��g�nd 5Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PB Push Button Switch --05- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light �c Water roc, ground fault circuit Pa Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc_K_1 Carbon Monoxide Detector Flood Light TCj Thermostat m Electrical Panel ® Central Vac Electrical Meter Smoke Detector Ceiling fan Tv Television Jack Telephone Jack Aso A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sPKrt Speaker Hook -Up ❑t 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. 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 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 bg a licensed electrical contractor, the completed system shall be fullq operative. 13. Contractor shall pay for all fees, permits, tesT-ing, 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. 113 CFM IOXIOX6 MASTER BEDROOM 163 CFM IOxIOX6 12xl2x9 B/A I\ 4 ----- - - - - - - a I ° 12xIZx9 B/A CLOSE ■ Yent_t�ru ___ Soffit 3 1 / `\ X ATH FM x1 tmrsr::nr:r::.•rv::: : nsn•:: �� Meter 150 Amp Panel GARAGE I r-----------------i I I I I I I I I I I I I I I I I I I I I 1 I M-CH4NIC"L LAYOU- SCALE: cs. - -o. 11. It is not the intent of these plans to show evert) 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 telephone company. 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 RMIS02 PATIO/SLAB I GREAT RO 0 M IL9 CFM Center Registers on Ceiling fan I49 CFM IOXIOX I lcXlOXI _F71 12" 0 1 W R7MA1 I �ce1r"II l k 2040 DINING ROOM ° M 1_ A H , H.B. Vent thru __ S of fit Exhaust Duct Thru Soffit Exhaust Duct Thru Wall WP GP Install oulet O under disc. a% 1 232 CFM not shown i' IL 1 12xtxi clarity L I' IL _ J FT SECOND BEDROOM I I 112x12x8 "N B/A COVERED PORCH 42/0 Aluminum feed I %a" Conduit 2" PVC ( FPL 2" rigid service FPL A/C disc. ISO MCB PANEL ELECTRICAL 16 coppper wire cant. rebar, in slab RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A,W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Stuart. FL 34996 #AACOO0032 O i c ELECTRIC/4L PL,4N PATIO/SLAB SCALE Attic Vientircl Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = l�.l� sq. ft. required Provide A Continuous Vented Soffit Wgnne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida GARAGE LEFT )ate Drawn 4-12-11 Drawn by; C.C.U. Checked bg: D.R.B_ Post Light with / 7 o Photo cell I E Revisions Exhaust Duct -7hru Soffit Wire For Front Post Light 6'-3" Sheet 1 Comm it EI 112-26 C�I3.y " =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. t` ALL TRUSSES ARE TO BE SET AT 2•-O: ON CENTER EXCEPT AS NOTED ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE Allk IF MULTIPLE PLY. Alk DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span A 60 degrees FSpree der Bar or less 1 2 T g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example. your true. may not match. isist crone operator sets truss this way. (Tag Approx 2/3 to___,.Line 1/2 of Span REFER TO BCSI iss must be set this way if crone 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. Q A1F=2 HAN[=>I—I=R NO'TE 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 MAYBE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. a U REPRESENTS A 11ANGER -Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs schedule in engineering Dome angle nails. package. I Carved Truss SEAT PLATES BY CHAMBERS V: A za t tf) INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 I upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F--- 12 2.00 8. n upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A n Ll ARRANGE WITH 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 13 TRUSS DRAWINGS ARE ATIHED TO LAYOUT File Copy I FABRICATION AGREEMENT' . �TRUSSES CANNOT 13E STARTED UNTIL THIS AOREkMENT le 810NED i RETURNED Tim legal dasalptl1M w on of epenywher.the tnl...a will b.In.tolled ti: Trusses willbe made In strict accordance xttll Ihls trues placement diagram layout, iil p the sole authody for detertnlNng sticceashd fatilcatlon of tlro Weses. Atl dtrrlanaiar k1 Nis leyoN have been vMMad by lire undarlQnad. '.,Unlade written noise M provided by cer%1l d mall to Chamber Tress whhrn tan (10) s of delvary the undenlgned epreas that m baltrgee.wOl be ofoarod. In the went h whilon notice Is hsnished Chamber Trews Shan have p11as (3) buslnsas days N which egin repabs required, or b substitute ogler biases, al CMmber op 7M urdenlimed t0lItledgee receipt of'aCSI /-03' summary slxet byTP1 i WrCA �[,DeMery Is to Jeb eke. H ti the buyeri reepon,= to make this Job rite sutrable for vary. CMmben Truss has the wb authorhy to determine ills supebllly of fha Job ails oy a ion of the Job site for delleary. Chamber Tnnes w@ bs respomlbls for dump dellvary any. a� ob H ,0ai 1bI npueENfor dslde 'y experuee 1f Chambers Tres has to rd"Ilv"r Nary or buyer Ire• not prepared for delivery of busses. ieL mponaPoti fo Chembor Teas for towing coatidue b shs C rwwora. ;price o slwvm H paragraph 7 below ti eub]ecl to strange Marry changes are• made an lerouL A $50 per hour fee for revisions maybe charged by Chambers Tnres. ' ! ti N ■ PURCHASE ORDER to Chamber, Tres of the sum agreed to, or if '. a reasonable price, hwoke wo 6s made on dellvery and paid within tears of nlf� January Iwoles may bs made st scheduled date bf delivery a buyer cannot eeea rory'ot fabricated Wiles. Ths undsnipned agrees to pay Chambon.TNea 'aaonabb hey s be for copecpbm In want of payment not limey made. 1.112 %per month wrAce gs w1A bs added for all sums not paid within terms. 6lgnafurs or Inhiatisrly"here on this sheet conalltutes.agreement to an terns hereln. In conaWstation of Chambers Truss extendlrq crealt for this material tti�ee undersigned mdigonally guarantees payment when due d any and atl Indebtednau owed to nbem Truss by any ently rcolvi material and the underelgnad agrees to pay such btedn"es Including etfomays fees, 11 default In payment for material be made by the IenL In the event deny Hgallon coneeming this agreement, the hems fum,ehad hereunder N t'tit kndereGn ryto Florida.. the' parties agree that the sole venue for any such action will .O."Illn respalslbtlass are per-Nettonal Standard And Recommended Guidelines On londblll les For Conabuctlon Using Mete) Plate Connected Wood Trusses ptPtANTCA 4. 2DO2- `D •-�. IED Trne . ?iNiiltlple ply muses must be fastened together per engineering ,.T$W6re they are not failure to do so can result In roof collapse.' Y,eljj_porary and permanent bracing am required and can save life .Wand property and is the responsibility of the truss erector. $tt;ldy the contents of the Information packet included on delivery before setting trusses. r1a:dT'• � ,r;Tllateeemustbeadwidbracedp!Ldettligritolasm "e"a7lli 0rnege. ' Trusses must be set plumb and square 'Do not i'set bunks or stack of plywood, roofing material or any ether cd ieantrated loads on trusses, this can cause collapse. "'!DO NOT SET TRUSSES USING THIS LAYOUT ;;::.:::CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce; Florlda 34982-6423 800-551-5932 �lip "fF8)4Pieree 772466-2012 Fax 772.465-8711 r`,V9foBeach 772-569.2012 Stuart 772-2864302 Walt Slim CNAuaER3TRu58.COM The ArChilocr's or wrehiteet'a raprimmitative's shop drawing approve, Is NOT a -.aeuTila dhack" bf the coxtiaerfir: The ee"Iraetor $hall remain responsible for checking field measurements and ether construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re a ti locations. Approved By 5-'q_17 Date: Braden i Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA —� County Building Department SAINT LUCIE SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Roofing Material Main Wind Force Resisting 21 Loading in PSF Shingle or Shake Roof R.D.L. Top Chord Live 20 0 I Top Chord Dead 7 4 w Bottom Chord Live Chord Dead 10 Non -Concurrent w . IBottom o, Ill TOTAL Load Duration Factor 10 3 37 7 2 IS Wind Speed 1.25 165mph III) o Top Chord C.B. Bottom Chord C.B. Sheeting by builder. Highest Mean Height Sheeting by builder. 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 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: Xle lei ,J— Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7L// M11323 7 P4e,510