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HomeMy WebLinkAboutbuilding permitNle COPY Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L 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 underlagment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced I." o.c. at all laps and two staggered rows 12" o.c. in field. Attach 12" ® � J.H_ H 5/8" thick light textured L stucco on typical concrete block construction O Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12 26 is. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two ,staggered, rows 12" o.c. in field. Attach �/ v union. c uu �vi ui 5LUGG0 On LyplGal cOncreLe finished stucco bands block construction � ONCEALED FASTENERS OR ATTACHMENT;:: ARE THE RESPONSIBILTV OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS - UNTIL INSPECTIONS ARE APPROVED ]eSE PLANS AND ALL PROPOSED W09K ARr SUBJECT TO ANY CORRECTIONS R IMUIRED BY I:IELD INSPECTORS THAT ti:;M BE'NECFS"ARY IN ORDEE TO .,o,,.iPL'v.wrfH L ,PPLICAt:!CODES >F.i TrO* .ie FOPV iM„CIA 17.1 T I;LANS AI U Ph:- N IT NILST I E KEPT O':\ io /8" thick x 8"w cut oral finished stucco bands SCALE: I/4" = I'-O" ELEREAR ELEVATION Y � T I O I �l I �l (DTE S. 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 #11461.12 p 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" _ ^^ wood screws with self sealing washer at 12" o.c. max spacing over ASTM D Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 /-mot n (g e h a n ge S to t h i s p l a n shall be s u b m i t t e d to the a r c h i t e c t (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c, max spacing over ASTM D for approval in writing prior to starting construction. a aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach (type 2) 30 Ib felt underlagment installed with min. 4' side laps and 6" end / Window II deck to trusses using attachment detail on this sheet laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into W I n d o w or D OOr. . 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 i/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plyywood nailed at 6" o.c. i2 in field and edgesss with 10d ring shank galvanized 12 4 SLOPE74 4 SLOPE 8'-1" T.O.B. 12„ 2„ 8'-I" T.O.B. 12„ 2" ° H 5/8" thick x 8% cut H. 5/8" thick x 8% cut ®®®® O coral finished stucco bands ® coral finished stucco bands ®�, thick x 8% cut coral finished stucco bands 5/8" thick light textured ®F7®® stucco on typical concrete block construction ara a Finishe d Floor thick light textureFinished Floor — — — — — — — — — — — — — — — ----- — — — — — — — — — — — — — — — — — —0-4A.F.F. d— — — — Finish Columns with stucco on typical concrete 5/8" thick cut coral block construction finished stucco bands LEFT ELEVATION FRONT ELEVATiON SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORD AND WILL CONTINUE FOR ONE YEAR ?=ROM THAT DATE 2" x 4" top plate I/2" drgwall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Dion—Bearinq Partition n PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate " Mean Roof Height: IF- Roof Pitch: 4:12 Internal Pressure Coe�`f is ent: to -is r!P1IPn0'0.V' Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of RooF End Zone: '- " Wind Speed. I65 mph ultimate Wind Exposure Classification: C 2:12 ITCH 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+0.610L 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) Wall Zone: 4. +35.8/-38.1 oaf = Roof Zone I Wall Zone: 5. +35.8/-41.8 oaf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered For Structure? Yea Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: IIII Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: _:L5_ par FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: (,o \—V- &C\� FLOOR FLAN CRASH POST DETAIL TYPICAL NOTES SCALE 1/4" = I'-O" N.T.S. 31" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding Flange with 4 - 3/8" p g with work. ex ansion bolts Into 2. Contractor to STRICTLY enforce ALL OSHA Requirements. slag (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have 6" a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2i2' 2i2' S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, tort. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/8" 2r2" (,. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R-102.3.5. 0 2/2 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 handicap accessibility requirements.° 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302,6 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 er 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 I" x 6" F.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R314 - see permit Info box of code edition 18. Gpsum board material shall conform to ASTM C36, C-19, C415, C514, CL30, C931 C4LO, C1002, C1041,C1111, C11-18, C1218, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min, thickness Ceiling Perpendicular 24" 7" 12" 13ge 1 3/8" lloong with 19/44" head O 0.098" diameter x I I/4" long annular -ringed or 5d cooler nail /2 OR Walla Either 16" 8' 16" 0,080" di 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.084" die. x 15/8" with 9/32" head. CeilingPerpendicular 24" i" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR 0.092° dia. x 1 1/8" long with Wails Either 16" all 10 Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" 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 apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A1371.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accomparyln 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 #11491.12 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 underlagment installed with min. 4' side laps and b" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced 6 o.c. at all laps and two staggered rows 12,, o.c. in field. Attach sdpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal with c(10) 10d ox la l/2" each ( 24" o.c.) supporting Max. 1810lbs. uplift 1� Aluminum Drip - Edge t Fascia 2" x C Sub-F Kaycan full o vent vingl soffit installed using 1/8' dia shank x I5" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap - at each filled cell Grade TYPICAL 12 4 i- P. Wood Base Im SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R=30 blown fiberglass yin bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over Is x furring strips at I6 o.c. with R4.1 Pi -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 proportioned per FBC R6o1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Flll cell with concrete and (1) tt5 bar Vert. (typical). -Mast. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill IIIIIIII111I= ��l1.111T1111 p,(" x 14" Concrete footing with (2) #5 bars cont. and #5 trransverse bars at 48" o.c. Scale : 1/2" = 1'-0" Masonry Beam fly Sliding Door At Masonry Wall Head fixed door sliding door 7 ri Sill D &tall NTS AREA CALCULATIONS Living A/C = 144 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft, Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft, 2" VTR JIL I I I I 2(' VTR Master r�/' J;L Bath I I y. L I 2' I Lay. 4' 2" VTR 3- ; J1L I I I 2' 3' i spur. Kit. Sink I I Kitchen 2" I Lay..a 3' W.C. Bath #2 shwr. 3"' C.O. To septic PLUMBING RISER I" x C P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall ypical Flooring Install SGD thru buck into block with 3/19" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval 1arnk Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 41 5'-3 %a' 54%"x 63i4' Single Hung ZONE 4 2, 6'-2%8"x 5'-3 %8' 15" x 63 A" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21%2"x 385'a" Single Hung ZONE 4 4. 4'-5%"x 4'-2 %a' 1 54/8'x 5,4 1 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 Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B V-O" X 6'-8" 41 %4"x 83%," Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" d°;c:.°.t Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-11anel -Bi-Fold Finished 24" x 81 %2" E 2'-1 X 6'-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 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 41 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 34'-0" 14'-O" Li7Q7Y 12" 81 -L., .12" E° EE E El EE EGRESS E - 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above p Covered Porch Q o 12'-8" E O lV E Ell E. E °I E I I 1 31 1 1 1 EE � E E MASTER I = q �0 U BEDROOM I u c 8'-O" to 9'-8" A.F.F. w va 8'-O" A.F.F. IRV vaulteld Ceiling LO ~LLin Flat Ceiling o GREAT ROM O 1 (6`I °❑ I O Rod t helf 19' ° I _ H.B. I N dVan,to CLO Io 2" x 6" knee -wall is'li to 9'-8" A.F.F. below top rr I counter IVaultedCelng DINING LINEN R O O M CABINSRod t Shelf B /,SOP\X. I E /\ 1 \ T � I Vanity to be ° O I 34 Y2"high II'-O 3/4n High Wall CA ° m KITCHEI�I I :a Ven thro Dryer h wall � � �y L - _ 1-1/2" - - - I 8'-O" A.F.F. U-vii iang - Flat Ceiling ° ° d 0 I 6'-0 4'-r Vr B Upper cabinets to )] O ext nil over Ref. 3'-0"4" 2" filler N BATHMin 5�d{ivg-r Nw-�aof Rod t Shelf O 0 _ R-II Batts nwlation W.H. O /C 4"0 Steel Ballard 1 #1 op y„ See detail lif-shfiet- 17 1 M 22" x 54" O Provide auto Attie Access p I � N closer with light 1 -----� ; Q 8'-O" A.F.F. 4 22° N ii _ _ 3IV Flat Ceding v i Meter 150 Amp 4" 6'-0" 11'-6" nil p inel m Inc d SECOND m\GARAGE if e)n E EYBEDROOM - O '-4" A.F.F. EF1 I MTII LEE O Flat Ceding E r E N N - P\ ° Q O, O E O r - - - - - - - - - - - - - - - - - EGRESS - Block wall in I ° 0 0 O oo O garage to be r- struck block O E 1 I I E O Ole - COVER ED 12" x 12" concrete column block felled O _ with concrete PORCH te and (2) 1 bars Vert. tie O into lintels above f EE11021 EE 9'-O" 3'-5" 2'-8" 2'-8" 34'-0" Install windows thru buck into block with 3AL" 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 1" x 4" PT P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND Detail a t W I n d oW S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 3499E UAAC000032 Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida GARAGE LEFT Date Drawn 5-9-I1 Drawn by: C.C.U. Checked by: ID. iR.S. Attach buck to block wall with A b 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall arias #8 Wood screw& thru jamb into buck at each hinge and 15" o.c. max and il,=+ail a+ nr)nr Crior to door attachment NTS Revisions Sheet I Comm 4 2. 112-26 OF 5 'A4'-C)„ K 3 M 5 6 i C STRUCTURAL NCTE.5 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. 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 POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 14. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FCJND�470il FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-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 Storting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect Shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each Side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to q'-II" and Provide (3) filled cells on each side of openings from 10'-o" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c, unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy Of SOIL test to architect for review prior to construction 8. ALL reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 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 SECTIONS AL at each filled cell ,`' 4" concrete slab with fibermesh OR VxV #10/10 WWM on IO mil Visqueen over clean compacted termite treated fill 1 footing with (2)cmonolithic 45 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per 0 Foundation plan e 10" 12" DETAIL AT G 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied (2) #5 bars Cont. bottom steel ARAGE STEPDOWN SCALE 1/2" = 1'-0 into lintels above Verify house slab height in field Top of footer 16" below finished floor .I i1111111 -IIIIi IIII= I� b.— 30"x30"xl6" concrete 11 column footing with (4) #5 bars each way 3 30" COLUMN FOOTING DETAIL SCALE 1/2" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE CID = ..... SCALE: 114" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" 45 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS 1. Adjust curb height based on gar, floor slope. 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fell Grade s 14% x 14"d concrete monolithic —I footing with (2) 45 bars tort. 14" GARAGE CURB DETAIL 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 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 #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden III Braden AiA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia5comcast.net Stuart, FL 34994 #AACD00032 20'-0" 0E ° EO il:l IF)JEJ I IEE ° °r- - - - --------- --F4 --- ° FI F o I I I Filled cell under FI OI girder above I Rear Patio/Slab r I r J to be poured separate — from the house slab. EI I E m I ,E I Thicken footing to 24"w x 14"d x 24"L I FI under filled cell a I under girder bearing. E E E E E E L m Rear Patio/Slab to I ° be flush with bottom of 00 v a-o N I sliding door recess. Slope I/2" I I E I I �- II I F- I I �_ IE Q I FI o H.B. I I I� 4" concrete slab with fiber esh OR I O o 6"x6" #10/10 WWM on 6 mll Visqueen over Jl clean compacted termite treated fill I -1 I FI N I I r- il- � I I I I 0 I E H_ B I� M. _ 00 --� — o Er—1 1E ------- :1C I 4"0 Steel Ballard FI Filled w/ Concrete F S > I I I :3 I EI p� I I`�1Q1 IE L--� _n I= trio I I I n d v E +' E I =3 .o 93 EE � 0E� E O I O 01 INo I \ FI O — u (y o upc F51-------�0 O- I0E " fL O x o I E L —5 Recess for — — — — u E � l N r—I 1 EO EO Garage Door OE 00 ---——— — — — — —— J� J 9'-0" 3'-5" 6'-2" II'-6" 6' Wgnne Building Corp. The Grard Carlton Spanish Lakes St. Lucie County Florida with concrete and (2) #"I bars vert. ti into lintels above A b FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB ® 0'-0" GARAGE LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet Comm # 3, 12-2� OF 5 Pile cony ROOF SHEETING ATTACH 1ENT DE7AIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressu re Zone 1 611 C 8d ring shank 45 psf Zone 2 ii 6" 8d rino shank lb psf Zone 3 411 1{" 8d ring shank 84 psf ** Zone 3a 6" C 48 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 _ Verify with Plan Concrete Ij� 12"x 12" / Lintel — -----1 r Column Block v#� Rebar Rebar 48 Bar Did. Min. Overlap Column to Lintel Attachment NTS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete = Y BUB-OB/OT precast - - lintel set in mortar _ Min. 8" Bearing - --- --- Provide #5 bar not in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck ;ached per jamb ails into filled ci 4" Pre -cast Sill t Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x I.6 to at 4" O.C. r Install Simpson MGT into wall usingg r+ 5/8" dia. 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 19/3Z' CDX Plywood nailed at L" o.c. In field and edges with IOd ring shank nails into studs. 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 I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced L o.c. at all laps and two etaggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Additional Precast Lintel Lintel Bar F,,c�p lear "A" unu #5 bars Length Le,,igthan Bars Bars CLEARJ i :�,pi?, i i• i i 1..r`':" i T-10" 2'-8" '-6" 2,#3 none `----� `----� `---- '' 3'-C 3'-4" 2'-2" 2A3 none BP8-OBAT BPS-IBAT BPS-IB/2T 4'-O" 3'-10" 2'-8" 2,U 3 none • ##55 bars are •••. CLEAR ►a.i �,.` 4'-6" '41_4" 3'-2" 2.#3 none me Row of "H" ,::;•i�•�.:,. e Block Abov 5 -4 5'-2" 4'-0" 2,43 none •ji'•r's M 5'-10" 5'-8" 4'-6" 2,44 none is: �.` Pretest Lintel { ',:" 61 L,: 61_4, 5,-4" 2,94 none Additional '• "'�_' i #5 bars „ �'-6" 7'-O" 6'-2 2,#5 none BFIL-IBAT Blelp /2T NOTES: " 2,#5 noes I. min. coverage or stee1=1.5" 2. min. bearing regmred a ea. and=8" ALL reinforcing steel IS grade 40, 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete S ecrPlcaUon Row& of "H" Block Above Bottom Steel Size Top Steal Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-L' 8FB-OBAT 1 #5 3069 150 1024 L31 2'-6' 2'-8" 3'-1. 4'-0' 8F8-OSAT 1 #5 2561 1363 163 L45 4'-5' 1 5'-10' 8FB-OBAT I #5 1105 909 339 L50 5'-0" V-L' 8FB-OB/IT 1 #5 1238 835 -121 LLO 6'-8. T-L" 8FB-OBAT I #5 1011 1 121 534 LBO 8'-O' 9'-4' 8P8-IB/2T 1 #5 2 #5 152 591 512 L90 "i 10'-4" 1311 /2T 1 #5 2 #5 643 11 401 L90B T-O' 10'-6" BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" 8F8-IB/2T 1 #5 2 #5 S82 444 452 LIOOB 10'-O' II'-4" 81"IL-I113/2T ONE 1 #5 2 #5 1366 1028 452 L120 12'-O" 13'-4" 8P8-IB/2T 1 85 2 #5 411 428 324 L120B 12'-0' 11 8FIL-I13/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-0' IT-4' 18111 1 #5 2 #0 300 192 194 LILOB W-O" IT-4' BFIL-IB/2T ONE 1 #5 2 #5 aw 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRI ID• Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-Fasciel Kai tall o vent vit gi soffit installed urngg 1/8" dia shank x 15" long galv. r2ing nails with 3/e" 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 IL" below finished floor V 12 4 Aluminum Drip Edge t Fascia Pared Cot concrete b i um ram, Panel ims per manufacturer See Tumical Stud Detal 1/8' x 3/32' WIN Nut w/ appropriate washer and spacing per manufacturer's Details t '" i Stud Detail Pared Concrete er I Saud w/ Dte Cast Zinc N 6 concrete block uwll \ ""' I \Y r Nickel Plated tiling Nut Concrete Anchors Pat 2. Manufacturer. Specs Flush Mounted Shutter Detail nts Flash and Counter flesh Nail ledger to gable end truQ,,,\ with ( at each web 1/2" thick stucco on 3/8' hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/1' penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 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 2 Wood Base Brace Gable end with 2" x 4' SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each trues RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings by manufacturer ) N N X s O� rn cv v4,� � a O a3 upfL u p O Ems_ 00 O tnso� �" d s W Eu Brace Gable end with 2" x 4" SYP 42 min. 8ft back nailed to bottom — of top chords using (2) IOd nails at each truss - "\R-30 blown fiberglass in bottom chord of trusses /2" drywall with smooth finish Two rows of beam block filled with concrete and (1) tt5 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 I" x furringg strips at IL" o.c. with R4.1 frfoll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. oo Mortar to be Type "M" onTyy proportionedper FBC R401.1 and Mortar joints shall corgi with FBC R601.2.1, Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and O O (D #5 bar Vert. (typical). Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at oenngs 4" concrete slab with frbermeah OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L°XL° #10/10 WWM on L and Viaqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia, into beam threaded either wet rod with min 12" embedment set or in epoxy hurricane anchor at each truss (22) truss IOd leg nails into per detail with truss. Add blocking to on this sheet � ( 2-4ifo.c.) L HETA 21810 supporting Max. Ilia Iltdift WA M •.-�����III����,�„I���=����_����_��� 14111 IIII- Fl 1�11 3 Typical Section at front Porch FL�4N 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 file Copy PANEL HA" Poles BR I Load Wire Description circ# circ# Description Wire Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 2 3 5 q L *kww 2 2 30 4.5 kw #lo 40 gal. water HTR Ran a #L 9 8 10 2 I 20 1.8 kw #12 Pump 1 Dr er #10 5.0 kw 30 11 13 12 14 1 1 20 1.5 kw #12 Dishwasher #12 1.2 kw 20 1 20 I.5 kw #12 Microwave i5 IL Refrigerator 312 1.2 kw 20 1 1 20 1.5 kw 312 Kitchen S.A.C. 11 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 412 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 2q Recepts 31:12 20 1 I 20 .4 kw 412 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts 412 20 1 1 20 312 General Lighting 29 30 Recepts #12 20 1 1 20 212 General Lighting 31 32 Recepts 412 20 1 1 20 912 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 3l:12 Smoke Detectors 31 38 Ganeral Lighting #12 20 1 20 #12 Bathroom GFI 39 40 General Lighting 412 20 1 s are 1 41 1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. ,watts, sq. ft.) Small. A.ppl.ia.n.ce. Circult(s), ...................... Range......................................................... i2efrigerator Microwave..................................................... Dish Washer ................................................... Clothes Washer ....................................................... .......... Clothes_ .Dryer ................................................ Water Heater ................................................. WaterPUMP................................................... Garage Door. 0 .ener 1135 3 5,205 2 1 I I I I I I 1,500 3,000 12,000 12,000 1,200 1,200 1.500 1,500 1,200 1,200 1,200 1,200 5,000 5,000 4,500 4,500 1 1,800 1,800 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 940% 1 O ICI Electric Heat or A/C 10,000 845% 1 10,000 10,000 Calculated Load Watto 30,94L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Ampa Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed P6 Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Light with pull Chain (attic) aterproo ground fault circuit nt ^a ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel ® Central Vac g Electrical Meter Ceiling fan Q Smoke Detector © Television Jack Telephone Jack AC DISC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light Intercom sPicR Speaker Hook -Up ❑I IN 3 143 CFM IOxIOX4 MASTER BEDROOM 143 CFM IOxioxL 12x12x9 B/A B/Ax9 // CLOSE fl CFM \\ 8x4x4 _ Vent_thru ____ Soffit $EP9,47H PATIO/SLAB O l GR IAT ROM I I IL9 CFM Center Registers IOxIOx Ion Ceiling n IOxIOx1169 M IDI �I I ---� 12" I 0 I i lo• L------1 - DINING ROOM 8x, xC'4F I FM R�A ex - - - -- Vent thru --- I o , �o�`fit _ - - O Q 20►r20 T I A/C I 1 r 1" 1 P > I iIL" f 22" x b4" AtMuth light ~ = O 1 L--�--J I ?2xLx1FM I . t' 15Panel p Meter If1 GARAGE r----------------- l I I I I I 1 I I I I I i I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/�" = I'-0" I. 2. Use copper wire onlg, 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 all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in 5. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. S. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RM1602 A/C RefriPVC lines that are run thru slabs must be 19. The electrical s stem shall be coin letel and effectivel p ev sleeved In PVC rounded as required b the latest edition of the N.E.C. 9 q 9 11. ALL A/C Equipment shall comply 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 fu% operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required, ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22, Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. IL all materials and workmLanship Contractor shall For 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than tiwo years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occuparcy" or one largest conduit or pipe from any other service. year 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 FBC RM1502 COVERED PORCH SECOND BEDROOM i I \ 12x12x8 i- B/A A/C disc. LI-1 ISO 42/0 Aluminum feed AMP MCB I %,` Conduit �� PANEL 21, PVC (FP 2" rigid service FPL I bare #s copper wire to #5 cont. rebar In slab ELECTRICAL 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, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias'comcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install owlet 0 under disc. 'r/" 'N not shown or O clarity a A /C Meter PATIO/SLAB /'Covered Porch,-, MASTER BEDROOM ' 1 I 1 I WP GFCI \ 1 \ \ \ TV TV �S TV \ I - - Smoke / Carbon R I A T Monoxide Detector R (i OM i Combo CM 1 GFCI /� I I CLOSE 1 I E)= I I; C GFCI 1 11 DINING - f^FCI I ROOM \ / = FC \\ C GFCI GFCI / N /� KITCHEN � i � I � - SmgcLe / Carbon- - J Monoxide Detector 7775 3,-2" 3' 2" Combo cJ climes F ° CM 1 / GPC\ / 50 CFM F N GF GFCI / GFCI // ao S-------- W.H. I ®- 1 f -22" x slim /W, \ �\� > Cente 1 I Attic Access O \ \ \ mth light I I I \ _ L J � \ f� � SECOND 150 A R I' Optional / j B\E D R O O M 1 panel location ® 11 5 TV \\ \ Pull chain \ light in attic m 42" GFCI GARAGE Garage / \ D oor / Opener I I I I \ WP GFCI I I i 1 ri `CP-OR-C H)_'f I ELECTRICAL ='LAN SCALE: 1/4" = I'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 1-4.16 sq. ft. required Frovide A Continuous Vented Soffit Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Post Light with"_ " Photo cell I Date Drawn Revisions 5-9-11 GARAGE Drawn by: LEFT C•C.U. Checked by: D_R-B- 0 I N m a - 6'-3" Sheet E- OF 5 H.B. Exhaust Duct Thru Soffit r Wire For Front Post Light Comm # A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0; ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IA IF MULTIPLE PLY. All DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 0 degrees or less 4-1/2 —► Taq Line span approx. Truss must be set this way if crane used. Truss is an examp* lour truss may not match. nsist crane operator sets truss this way. 30' to 60' Span A Spreader Bar hog .—Approx 2/3 tom Line 1/2 of Span REFER TO BCSI Truss must be set this way if crane used. This is on example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIF2 HANt�1 EF2 NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Girder Waits must be as shown. Guide tabs on Dome angle nails. SEAT PLATES BY CHAMBERS Cl) 77INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F-- -1" 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 1z 2.00 B$— upset=11/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH ik Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT FABRICATION AGREEMENT" iatiasEa CANNOTIiE*rARTPD ufml. Tta3ABaE>�Nrla alONEp3RETUWIED The hi dewflotion ofthe properly when the busses we be hstdW k The unda.gnod admodedges and lianas: t:.Tlass is vva bs made h abkt reeondeneo %m 0ds bum pbcunad dlagnm iayerR rddrJtis ao sob auawdry for deberMnke.eriocisel faDdcadorl dtha mseea, 2 Al dhvaralwts In enb layout have been vetted by as uld gbnea A Unk is wilmen notice Is pnvlded by oer0asd ud to Chambers Truro rAtl?h fan (1N drys of delsery 0?e uderslyned apses that no badlrtwpa will be alul"V h dr avert such tvdM cno0ae b fcacdslad Gnacniara Tron am here 0asa MMqkes" days In wNdn to begh nspdra rsaldcs4 tr b er�ttQe otlnebtnrssa, d thardsra aptl8?.• &n adersgrrodW=lidgas rewlptd`BCSI1�"summaydwdbyTPls WfCA. '6. DerverY b b AT site. a b the buyda-cwpdumpy b make this Job s4 wilti for ddrery. Charrnbers nw ra. are Gob ssCWWW deberniu the auldb*q• of the Job age eye Tpori:o"buymr b re paft lords0i orelbb ad Cis Truss era be nesportslhle for Aire ddway aNy. The b job eke b riot Praperad for dekvery a aChsmben Thew has b ndeaver delvery or Myer b anal prepened for dsavery d a'nuGw. a nspau 'le b Cherabers Tnsa forbwk?y Coat dais b eras wrdlons & Pilos se shown h paragraph 7 below b subject b rinaea fiery dwnpes an, made ki Oft kyouL A $50 per hour fan, br rsvlGlons may be draged by fherMas Tnss. T This. is a PURCHASE ORDER toChemberojams of the sum agreed to, or V awwoot. maociaMe pate. knvke we be made on aelwry era ahin hemofpaid es ni on delvery. lewoks rpey. be Inside at arhe&ded dab be delvery If Myer cannot ecal ddmy d bbilabd twos. The urdasgtad a/naaa b pry Chamber, TAM reasonable ahomiyh he for mlechbns how dpayntat not snob'trade. l-1/t %per nosh serdee amps veer be added for al Gums not paid ift terms. . & Signature or bddels erryahme on Ills shed connsthuea so somenit to d terms he eln, q,ln Consideration of Cherpbers Taus adiendhp credit for aria nubebl 0te taNdsigned nmwndtlamly guarantees payment when due of cry and d iddbdcnsas awed to Chimbere Truss by self &*y n�W ccudafal and fha uaudaGlpod gees b pry such k"be hass hduding agameya fees. If ddrA In payment for Indelbl be made by Me Yo 0. k'�M weM d ary lftagon ooncMtiq gas apsernent. the Klein famished hereunder a pgatNds rebated b herekg the, panes ague that the apt vision, for ay such action we ha lath lister Conaq, Flaae. 11. Dee l roopmn%Mn an W-Naderal Surd And ReLAnove ded Gddda On NAForCaWnwbn Using Meta Pbb Co neded Wood Trusses 4-2002'"' - DATED " ;ifONIcD r Agnaderbarnwbeny"psr"BCS114rbprellatttjllay&di rtmgai Multiple ply tunes mast be fastened together per engblsaftlig before they are set; failure to do so can mbultln roof collapse. Temporary and permanent bracing are required and can am we and property and Is the maponslbilky of the truss emetor. Study the contents of the Infomatlon packet Included on dogwry before setting trusses. Tmom mistbasettwd bmaod pordeoW 10 pmwuttlfljuy& damage Trusses gtust be sat plumb and square Do not lest bunks or stack of plywood, roofing material of Wry 'othei edticentrated load* on mosses, this can cause collapse. DO NOT SET TRUSSES USING THIS LA'y®UT .'' USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort'Pler* Florida =824423 800-551-5932 Fort Please 772466-M12 Fax M-46 111 Vero Beach - M-669-2012 Stuart ' 772-86.3562 ' The Architect's or Architect's representative's .__shop-drawhTT Z.gMroval is NOT a - __. "douhle check" of the contractor. The contractor shall remain responsible far checking field measurements and other construction criteria. Architect's ap►roval covers general roof shape, review of truss strapping, and loading on structure from? gray' their res y and uplift loads and Ive lloocattiions. Approved By: b-CilJ-17 Date:_ Braden & Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting '0 Roofing Material Shingle or Shake — g, Loading in PSF Roof R.D.L. 't = Top Chord Live 20 .2 0 Top Chord Dead 7 4.2 w o rl ( Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 oI I TOTAL Load 37 72 R 6_; Duration Factor 1.25 ` 0 Wind Speed 165mph r Top Chord C.B. Sheeting by builder. :E Bottom Chord C.B. Sheeting by builder. ei ~ Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restricfive Exposure Category C Barrier Island No Conforms to FBC 2014 W H Q GARAGE RIGHT � 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT rc.U.L. rcesBalning LOOM LOBO b;.t3.=LrOnnnuous tSraCIM 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.- XIC 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 M 11323