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HomeMy WebLinkAboutbuilding plan'ile Copy C E 'F pL JUP9 2017 l�ER[dill�TlldG 6t. Lucie tbunty, FL 8'-I" T.O.B. 1.9 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM 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 I 5" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE 2„ 2„ oH. � 5/8" thick light textured stucco on typical concrete block construction or 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEV.470N SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal r 26 ga. 5v crimp metal roofing attached to ply wood screws with self sealing washer at 12" o.c. (type 2) 30 lb felt underlayment installed with laps fastened with corrosion resistant tin caps spaced 6" O.C. at all laps and two staggered r deck to trusses using attachment detail on this 5/8" thick x 8"w cut coral finished stucco bands 3 3 thick light textured stucco on typical concrete block construction RIGHT ELEVATION Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands �L�V�4TION NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails in spaced 6" o.c. at all laps and two staggered rows 12" o4 field. Attach deck to trusses using attachment detail on this sheet 4uIdGtJalk lF ltl�t sa vn.wi IHViii11W1x, AAE THE RESPGNSI6ILITY N K CnNTRaOT�R 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 12 l ricSE PLANS AND ALL PROPOSED WORK SLOPE �¢ ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT NMY BE NECESSARY IN ORDER TO ' CO"APLY.WITH � L iVPLICA x CODES. 8171" T.O.B. 2" _17__ _ iiC7 �[rr ;Tr �I.?Fnt-: nlv4� v: u fr%l L0 FOP b vCCE' L;L\5.4.'aD PEiLb[;T!W[IiST BE KEPT (DP )AN _ N:� T SPE O'-0" = Finish Floor Ah OH C .H. 2 O 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted On Roof Plan - Roof pitch at -4:12 unless otherwise noted oofin FL #11651.12 - Ang Changes to this plan Shall be SubMItt6d to the architect wood deck using #9 x 1.5" max spacing over ASTM D for approval in writing prior to starting construction. min. 4' side laps and 6" end and with 1.25" ring shank nails — Return ALL StUCCO Bands into Window Or Door. ows 12" o.c. in field. Attach sheet 12 SLOPE 4 SCALE: 1/4" = 1'-0" \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" 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 2" 8'-1" T.O.S. H. ' O 5/8" thick x 8"w cut coral finished stucco bands O'-O" Finished Floor Finish Columns with 5/8" thick light textured 7 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate I/2" drywall on 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"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition nts Braden it Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (1 12) 281-8283 E—mail: bradenalaI5comcast.net Stuart. FL 3499L #AACOOOOS2 FRONT ELEVATION Wynne Building Corp. -The Grand Carlton Spanish Lakes St. Lucie County Florida )Jrv� 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 SCALE: 1/4" = 1'-0" --� 5/8" thick x 8"w cut coral finished stucco bands —O'-4" A.F.F. 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 Velocitg: 145 mph ultimate Mean Roof Height: IF-O" Roof Pitch: 4:12 Internal Pressure Co-e ircient: ±0.18 Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.126 Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6lUL 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 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3-1 paf ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: __1_5 oaf FLOOR DEAD LOAD: l0 psf 2,12 _ . ITCH = Roof Zone I Walls Zone 4 = Roof Zone 2 Wails Zone 5 END ZONE = Corner Zones Roof Zone 3 JOB ADDRESS: Date Drawn : Revisions Sheet Comm # '4-12-11 GARAGE Drawn btq.; RIGHT c.c.u_ _ 12 — 2 7 Checked bg: D.R.B. OF 5 FLOOR FLAN 1.1� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" 17 I. Contractor to verify ALL notes and dimensions prior to ste 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 slab (3/8"t 5o ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 0 4. No dissimilar metals to touch. 2%' 2%' 5- ALL Concrete used for slabs shall be min. 2,na00 PSI concrete. %_" %2" ALL Concrete used for vertical filled cells, cont. tie beams etc., to Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix /3 8., ° 2%; 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. ° ° 2r, 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %2" 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. y;. %2" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 6" P.T. Buck nailed to block with case hardened Halls materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sizing options For dr Spacing of Installation of wall into Maximum Nails Screws wood framing Members thickness 2" x min. Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail �2 OR walls Either 16" 8" 14" 0.080" die. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T' 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long -ringed or 6d cooler nail eannular 0.092" dia. xx 1 1/8" long with Walls Either 16" 8" 14" 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 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c, max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product al 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru 4108.6, 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 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 accompaRln 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 rooting FL #11461.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails r PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 I 18101ba, at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge d Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kagcan full o vent vinyl soffit installed precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings using 1/8" dia shank x 15" long gals. rooring nails with 3/8" dia. head per product approval - see chart sheet #1 I/2" drywall over 1" x furringg strips at 14" o.c. with I fr-roll insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete m and shall meet all pertaining ASTM codes. Mortar to be Type "I orI proportioned per FBC R601.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) w/ 5 bar vertoverlap 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vent. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see Foundation plan notes for Till Base spacing at openings ) 4" concrete slab with fibermeah OR 411"" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated Fill Grade = .. �- III�'I�II1�1 III I • �IIII=I�111�I1�1I-I III I -I 1- =1 I I1 I I=1 I I- I 1 4" Concrete footing /� 14" with (2) #5 ppars Cont. and #5 T Y F I C A L s E C T i O N transverse bprs at 48" o.c. Scale : 1/2" = 1'-0" Head fixed door sliding door AREA CALCULATIONS Livirg A/C = 1446 sq. ft. Front Porch - 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JIL I I I 21' VTR Master��� JiL Bath ko VTRJ1LIIshwr.IIIIIIW.C.Sher. 3" C.O. To septic PLUMBiNG RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/10 tap -con with S I I penetration at 6" max. l 1 d i n g D OOr D I t a I Fromom each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough open, Window Description PRESSURE ZONE 1. 4'-5%8"x 5'-3 %a" 54%8"x 63i4' Single Hung ZONE 4 2, 6'-2%"x 5'-3 %' 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21Y2"x 38%,1 Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" I 54%"x 54%" 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 manufacturer s specs prior to construction Door Schedule Mark Size Rou h Opening Door Description PRESSURE ZONE A Cli X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 i%"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-81, 14" x 81 %2" ror ; om Sliding Glass Door ZONE 4 D 2'-0" X iI Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 811/2" E 2'-6" 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 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet UI GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction EGRESS \ 12" x 12" concrete column block filled with concrete and (2) #1 bars vert, tied p into lintels above o ° Covered Porch 12'-8" O E N EE IE O "O El IEIEOD 1 © MASTER \ 1 1 BEDROOM " T-O" to 9'- A.F.F. is' Vaulted eihng 8'-0" A.F.F. GARAT Flat Ceiling RgON I 0 I Rod "Shelf e 19'-8" I Vanity to tie I ,� 34 Y2"high I 6 m CA 91 o " I I L SET 8'-O" to T-8" A.F. All 2" x 6" knee -wall o Vaulted below counter top O Dr Ceiling I W I M rr DINING I I R O O M I F ell LRod Shelf ABNE' _T 1 r0�F---T / ����- O ,,,� Vanity to be ,� / BAT 34 %2„high I / " o I H3h 81, i<IIITCHEN �^ - N cc - - Cve�iang 8'-O" A.F.F.Al Flat Ceiling HE 101-51, extend cover tRef. in �y l I A T H _ c� y Ref. c _ 6. ® �° penin VeaY nin O Rod _ _&_Shelf _ Batts wletion M - 4" cl) Steel Ballard W I $ 1" ae� dexail Qn this sheet N F > F a 22" x 54" O Attic Access Provide auto E I light J closer L -with - - - - = Q Q 22" 8'-0" Ais L Im.F.F. U S - _ Flat Ceiling CD v ° 4" 150 Amp F mN m Panel SECOND B a O N BEDROOM s GRESS Y GARAGE E[oll IMT 1 12E 8'-4" A.F.F. elO E Flat Ceiling Q N ■ 6� " EGRESS r-----------------� Block wall in i m E E O" l l 00 garage to be struck block O O I l CC VERE D O 12" x 12" concre a column block filled I I p ith concrete and (2) #1 bars v rt. tied FORCH in into li tels above I4AI I I E N D" 4'-2" 2._8„ 2,_e„ 3'-4" 5'-4" is' -loll 34'-0" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at aid and 20" o.c. max. Exterior race at head and ail! per product approval of wall ----\ / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT dock with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l at W i n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION - NTS Braden t Braden ,AIA, FA Wgnne Building Corp. Date Drawn Revisions Architects - Planners - 4-12-I1 S.E. Coconut Avenue GARAGThe Grand Carlton RIGHT Drawn " Teell (112) 281-8258 C.C.U.. Fax : (712) 28e1-8283 Spanish Lakes Checked b E-mail: bradenaia comcast.net Stuart. FL 34996 �AAC000032 St. Lucie County Florida D.R.B. Exterior face H owa✓ to_ LL Q W W F O Vent " filler" 4'-0" A/C o v Meter Attach buck to block wall with 1/4" dia. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door .crews thru jamb into buck .nge and 15" o.c. max and prioI door attachment NTS Sheet Comm It 2. 12-2-1 OF 6 34'-O" Mfe Ca13V STRLUCTJRAL NOTES I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI DAYS ROOF (DL+LL) = 4'1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, d 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF I600 PSI ATTENTION OF THE ARCHITECT. IL. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I�• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO u N D�4 T f O N L 4 N 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. 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 I U5 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 9'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) b. 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-l6 and A-35 specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum Of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ Thicken edge to 8"x8" SCALE: I/4" - 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfill(ng 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. 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell -,--SECTIONS one 45 bar continuous b"xV UIOAO WWM on 10 mil Visqueen over 4" concrete slab with fibermesh OR VxC' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade IIII I II I I-�14 w x 14"d concrete monolithic �„ footing with (2) #5 bars Cont. 4n TYPICAL FOOTING DETAIL SCALE 1/2" = I'-C" 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 foundation plan 77.7 10" (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer IC below finished floor MINIM �nem� Verify house slab height in field 71­--30"x30"xl6" concrete column footing with (4) I= #5 bars each way 30 rl COLUMN FOOTING DETAIL clean compacted termite treated fill 2.1 I4 PORCH SLAB EDGE DETAIL �— SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL cl ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 4"x4" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted/termite treated fill \�\4 n� ,-n" a F 1= �i Gut I I 31, III I 14% x 14"d concrete monolithic 13 footing with (2) 1*5 bars cont. 14" fs GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x C PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED _ j� T S IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 95 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O , 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 t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 1B Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 34994 UAAC000032 41 9 20'-0" ° 3111° O Or---�--_------�0 L I�� L F1 Filled cell under - girder above i FI I � I Rear Patio/Slab (� UJ Z-0to be poured separate —7 L 1L from the house slab. I cA r Thicken footingg to 24"w x 14"d x 24"L o I u Ender filled cell FI I ° E E ° E E EE under girder bearing. Er — — — — — ------ ---J I IE- Rear Patio/Slab to °l be doorbof recess. i -� I Slope 1/2" I a OI I I FI I IE O 32'-B" E I 4" concr to slab with fibermesh OR I H 6 x6 410/I WWM on 6 mil Visqueen over E I clean compacted termite treated fill I � I I F1 I EI I -'I IE l- ;I I I I TERMITE TREATMENT REQU I o I Oo _ 0 a I H. ------ —� FI r j II d"woBallard eSteel FF mrn--� �v UVU I I I a,j �a I I I to I LL lf J I t EE oEl�3 IE _ E10 u=3 v o / E O 00 I EL——_-----JO I w 10,� _ 01 U�`r I LU I C) I I� N F4 I °� — E t Recess for F� — — EE E ° Garage Door 00 OI L— F 9'-O" 2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above W(unne Building Corp. The Grdrd Cantor Spanish Lakes St, Lucie County Florida C� Nu_ 0 I N 4'-0" Mile FOOTINGS SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IG"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Date Drawn Revisions Sheet 4-12-11 Comm # GARAGE Drawn by: RIGHT C.C.U. 3. 12 — 2 7 Checked by: D.R.B. OF 5 File Copy ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Bid ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" Bid ring shank 16 psf Zone 3 4 4" 8d ring shank 84 psf ** Zone 3a 6" C #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 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. Provide Cast -Crete = ✓r T ,' -, �. BUS-OB/OT precast - - - - - lintel set in mortar t� Min. B" Bearing - --- Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck j.:i',i Poured Filled Cell sd per iamb ':;';:;.I Into filled cell 4" Pre -cast all t Provide #5 bare with min. 48 bar diameters overlap in filled call. Tie filled cell steel into continuous footer steel, CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nall 2" x 4" blocking to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. Verlfy with Plan r Install Simpson MGT into wall using Concrete lump Block into wet beam sand rod set IOtd nails into truss Column Block I Ir IY' #7 Rebar Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL Column to LintelttaC�ment AT GiRDER STRAPPING ,4T 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 Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 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 A5TM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced (" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment at on this sheet �\ Additional Precast Lintel here Lintel Bar Clear a .I A Ii It#5 B •-:" Length 9 Length 9 Span I°' Bars Bars 2'-10" 2'-8" 1'-6" 2,43 none 3'-C 3'-4" 2'-2" 2,4t3 none BF8-OBAT 8F8-IB/IT 8F8-I13/2T 4'-0" 3'-10" 2`81' 2,#3 none #S bare #5 liars • - CLEAR .".� �:'1�:` 4'-6" 4'-4" 3'-2" 2,43 none ne Row of "H" ,>'• ,; 5' -4" -2 5-2" 4'-0" 21k 3 none "t Block Above ':.: P raceat Lintel none r 9 Additional I 2,44 none #5 bare none BillBFIL-IB/2T NOTES: 1'-101, 1'-0" 2,#5 none I. min. coverage of steel=1.5" 2,inn. bearing required m ea. end=8" ALL reinforcing steel Is grade 60. 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION f PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete S ecification Rows of "H" Block Above " " Bottom steel size Top Steel Size Max. Gravitg Load (PLF) Maxplift U Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3-6" BF8-OBAT 1 #5 3001 1549 1024 L31 T-L" 2'-B" 3'-I" 4'-0" BF8-OBAT 1 #5 2561 1563 163 L45 4'-5" 5'-10" 8F8-OB/IT I u5 1105 909 339 L50 5'-0" L'-L" 8F8-OB/IT 1 #5 1238 835 121 L60 6'-8. T-V BFB-OBAT 1 #5 1011 121 534 LBO B'-O" 9'-4' 8F8-IB/2T I #5 2 #5 152 591 512 L90 9'-O" 10'-6" BF8-I8/2T 1 tt5 2 tt5 643 530 401 L40B T-O" 10'-6" BFI4-I15/2T ONE 1 #5 2 #5 1533 1183 401 1_I00 10'-0. II'-4° 1 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" ll'-4" BFIL-I13/2T ONE 1 #5 2 #5 134L 1028 452 L120 12'-0" 13'-4" 8F111-8/2'r 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 8FIL-8/2T ONE 1 #5 2 #5 1015 110 324 L140 1 14'-0" 15'-4" BFI4-8/2T ONE 1 #5 2 #5 1250 L09 259 LIDO IL'-O" 11,-4" BF8-I13/2'r 1 #5 2 #5 300 192 194 LILOB IL' -Op IT-4" BFIL-8/2"r I ONE 1 #5 2 U5 95o 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRE TE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpaan HETA 20 or equal hurricane anchor at each truss 4 with (10) IOd x 1 1/2" nails ( 24' o.c.) supporting Max. 1810(bs. u lift Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall Poured Concrete / concrete Klock wall \\\\000 Concrete Anchors Par Manufacturers Spec" Flash and Counter -" flash Nail ledger to gable end truss with (2) 10d ds at each web Aluminum Drip ------ / Edge t Fascia 1/2" thick stucco on 3/0" hl—nb lath 12" attached to horizontal and vertical wood framing with nails or staples to provide 2" x 6" Sub-Fasei no less than 1-3/4" penetration Into horizontal wood framing and 3/4° penetration into vertical wood framing members Kagcan full o vent vingl soffit installed ull 1/8" dia shank x 15' long gale. roaring nails with 3/8" dia. head per product approval — see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) 41 bare Vert, tied___ into lintels above thicken edge to B"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor IIIII IiIII IIII-IIII= 3/8" 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 Slope per foundation plan r 1111111111�111111�IIIIIII�IIIIII1111 lil=iii F3 Tuaica e Anchors Per turera specs 1/4" Max. nAluminum Panel Sizes per manufacturer See Tgpcal Stud D t 'u '/6° x 3/32" Wing Nut w/ v appropnate washer end spacing L`o per manuracturer's Details IL owe" i r o is -I L i I w m I a I I � I I I I .10 I Stud Detail Stud w/ Die Cast Zinc NITS Nickel Plated Wing Nut .s Flush Mounted Shutter Detail nts Brace Gable end with 2" x 4" SYP tt2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES s 24"o.c. TYPICAL ! shop drawings by manufacturer ) m I N � X m O�rn 04 Q A3 a a ZL r to N U o Z ti N dO E_ _ N uN L r Simpson HETA 20 hurricane anchor at each truss Strap 5/8" dia. truss to wall using Simpson threaded rod with min 12" MGT with embedment ( 24" o.c.) supporting Max. into beam either wet set or in epoxy with 1810 lbs. uplift N ETA 2O (22) IOd Halls into truss. Add nail Inn n ,. slat e,l d blockintg-to •L._ Brace Gable end 4" SYP #2 min. nailed to bottom Ards using (2) IOd sails at each truss I and shall meet all pertaining ASTM codes. ETA 20 ho Mortar to be Type "M" onlproportioned per FBC R60'1.1 and Mortar joints shall comp y with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and ROOF O IL�1 / lU #5 bar vert. (typicaU. I\`IL Max. spacing shall not exceed Wood 48" unless otherwise noted Base ape foundation plan notes for spacing at openings - OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 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 t ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. I=I,I =IIII IIIIII- - ALL TRUSS TO TRUSS CONNECTIONS BY =IIII IIII III— I111- TRUSS MANUFACTURER 1 III 1111 1111- - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14" FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Section at Front Forci - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE c le 2" = 1'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION Braden It Braden AIA, PA Wynne COf p, Date Drawn :Revisions : Sheet Comm 4 Architects - Planners — Building 4-12-I1 TelS.E. Coconut Avenue GARAThe Grand Carlton RIGHT Drawn by; 12 - 2 7 Tel (112) 287-8258 — C.C.U. Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiascomcast.net Sp Checked b�4: Stuart, FL 31996 UAAC000032 St. Lucre Count Florida D R. B OF 6 \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg strips at 16" o.c. with R4.1 fi-foll -insulation on typical 8" Block walls All drywall to be installed per FBC R102 3 1 ry L90 L90 B I B I LLO BI 0 I �o L90 BI (V BI O (V F_ UJI = I 4 12 F_ ~ L BI s W a 2" U I I Uai6 BI CL 73 I I EU I W E S OPE _ w I W W ottl Z � N Q I W �- W I I will d L B BI L31 '7 F A s -- -- --- L E ll -I- -- ---� cV tP IF Gulf Coast SuDD14 and MFG 5 e Cr1m Metal roorino FL #11651.12 Q Woo screws with self sealing w 2) 30 lb felt underlayme sher at 12" o,c. max spacing over ASTM D t installed with min. 4' side laps and 6" end F_(type laps fastened with corrosion re istant tin ca s and with 1.25" ring shank nails deck to trusses using attachme t detai on this sheet Attach BI #C J� r----- tw as _Qp th fight I L~- ---� SLOPE -4 BI I I I O I I P Td 8 -Oa MAX. with 2" r ! T S 5 8ft back TI I of top ch " I 1 I I I I BI L31 BI I BI I I I I O Bi L45 cv = Q uJ =L I :..: Bi W LSO on urrica anc ETA r at 2 eac truss N 151 N H rn _ ( .c.) uppo ting lax. v 1810 b s. u lli}iif�f t ,� 10 II LO BI LgC)B v PANEL "A" Poles SR Load Wire Description circ# Wire Load BR Poles 2 40 1.0 kw #8 A/C comp I #10 3.5 kw 30 2 3 U1% 2 30 4.5 kw #10 40 gal. water HTR 5 #6 12.0 kw 50 2 1 20 1.8 kw 912 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 I 20 1.5 kw #12 Microwave is 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepta #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 26 Recepts #12 20 1 1 20 1.92 ku #12 2-1 28 Recepts #12 20 1 1 20 412 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI $12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 - 20 1 1 20 #12 Bathroom GPI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt Wat s Total(Watts) General Lighting..(3. watts. sq. _ ft.). . _ „ _ Small Appliance. Circuit(s). . .................. _Range,,,,,,,,,,,,,,,,,,,, ..................................... Refit.gerator ........................... _ ..................... Microwave..................................................... Dish Washer ................................................... Clothes, ,Washer, .. Clothes ,Dryer ........ .................. Water Heater ................................................ Water Pump ................................ ........ . Garage Door Opener ........................................ .......... .. _ ................. .............. .... _ 1135 3 1,500 12,000 5,205 2 3,000 1 12,000 I 1.20� 1,500 1,200 1 1,500 1 1,200 1,200 1 1,200 1,200 I 5,000 5,000 1 '4,50fJ 4,500 1 I.SOO 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 5100% 1 10,000 10,000 Remainder 21,415 e40% 1 O lo.%4 Electric Heat or A/C 10,000 OL5% 1 I0,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical Symbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Pa Push Button Switch y Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light =8 Waterproo ground fault circuit PC I Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 4EY' Flood Light TQ Thermostat m Electrical Panel © Central Vac Electrical Meter O5 Smoke Detector Ceiling fan © Television Jack Ff Telephone Jack ncsc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑a: Intercom H.B. Vent thru___ Sofflt PATIO/SLAB I GR�AT RgoM I Center Registers I69 CFM on ceiling fan 14 CFM IOxlOx'1 I OxlOxl DINING ROOM 12" 163 CFM IOxIoxb MASTER BEDROOM 10 CFM IOxIOxL B/A -------12xl2x9 B/A I!L- OSET e CF 8x4x4 IN BAT a: I r 14" O CFM 8x4x4 1 - - -- i I I I I6" 1 232 CFM ' ' 12xcxl SECOND % BEDROOM 1 12x12x8 B/A �� LJ UJ O = I H. - - - - - 1 Attic Access with gl �Z- COVERED PORCH F� = JUNCTION BOX TO SUPPORT A FAN L;4YOU7 THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = I'--011 Electric Notes: I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 1'1. 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 S. 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 L 8. 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. A/C Return Air Balance Must comply w/ FBC RMI602 19. The electrical system shall be completely and effectively 10. A/C Refr1 erant lines that are run thru slabs must be sleeved in PVC rounded as required b C. g q y the latest edition of the N.E. 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 fullg 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. 16. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through ang concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancg, or one largest conduit or pipe from ang other service. year from closing sale of house. Correction of defects shall be completed without additiorsal 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. Orger Vents to be installed per FBC RM1502 ___ Vent_thru Soffit 150 Amp Panel d kkMeter GARAGE ------ I I I I I I I I I I I I I I I I I I I I I I I I A/C disc. it2/0 Aluminum feed AMP MCB I h' Conduit � PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Bare #L copper wire to tt5 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 PATIO/SLAB - 1-111/ \a/ /hovered Porch `\ MASTER BEDROOM 1 LIP GFCI \ / E3-- IrVI ry l G R �jI AT Smoke / Carbon- RO (� M Monoxide Detector T' Combo I �\ I S M I GFCI I H.B. LQSET I I GFCI N L _ _ DINING I I "' �� Exhaust Duct ROOM I GFcI }-II Thru Soffit I ,� / ---T / G Cl � / � IGFCI GFCI 5 FO C� AN \`I KITCHEN \N I Monoxide Detector I 1 4" Exhaust o Combo CI HIMES gm24" \ \ DuctWallH.B. Ti:� \ I / ®'_ WP GFCI 50 M \ / c ZZ Install oulet F I GFC under disc. Exhaust Duct Tnot shown for Thru Soffit �� FCi ° clarity „h GrCI a/c a1 ( enter > I 11 22" x 54" I Attic Access with light 1 N SECOND % --u� Optional P I5JO Amp Meter V S ® panel location I / Panel � \ � Pull chain light in attic / 42"h Gr-cl GARAGE Garage - D oor Opener---------- Wire For1 O Front Post Light wP GFcI / \ I I I I I I � I I \ tQVERED POR,cP4- n vim, ,v ELECTRICAL PL,4N 6'-3" Post Light with I Photo cell Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.1� sq. ft. required Provide A Continuous Vented Soffit ®=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'-O: ON GENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERI BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMII A IF MULTIPLE PLY. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 0 degrees or less —1/2 —► T g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Trvs. is an example. your Was may not match. Insist crane operator sets truss this way. 30' to 60' Span Spreader Bar Ifo9 t_Approx 2/3 to_� Line 1/2 of Span REFER TO BCSI rss must be set this way if crane used. This is an 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. A AIR HAN�t E� 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 MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER -Carrying Girder For Truss to Truss Connections see hanger/connectorTNaitsbe as de tabs schedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS io INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F__ upset=114" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT U-1" TYPICAL END DETAIL 12 4.00 F__ 7upseet=1/4' 00 heel=315/16" TEND phord WALL HEIGHT 8'-1" END DETAIL: A Ll ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH �1 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT Me copy FABRICATION AGREEME YRNT' =WCANNOT6EsrAWWuvMTWAQM&NWrda1nME0a ® . The legal description d1M peopedywhers Ya trusses wa be yubad la; 1..T108a we be rnede In sub iccomdenoo was ftkw truce pbcement diagram leyelR whkb k tla sob augadlrfor dememi ft-w-eosaii PabrkaWn den trtaen. 2.AR dmeeWons h ado leyott Iran bean %willed byale tedaepled, .1 Udoe wrweerl rro6os le provided by sidled and b Che[nbam Inns MdIRI NIr (tq deys'of ddvwy Pha urdenlpad spew tlal ra badudarpss wa bs arowsd..tn are a%at sudr vleaan notice le hferllalrsd Qllanlbera Thw ahsR haw tlafee (3) bulyass dare le nftdr Is to Job SAL It Is the Wyefe•rppwaib t brake tM JoE iRe td'U above 7nw has ea sale anr0lcrlpr b dalamNe la atbbaly of la Job alb c oewas7oo ens a nor PraWreo oar /ee%wy or twyer le not pmpaad far ddvwy of ouaa L rluYsr le mepawtble b Chwnbws Tmas for bwtrnp ooW Ain b aRa canrdOcrrs. fl. R'ke u shown bl paragraph 7 below le subled b dairies Y any Changes am. made Rl tlnb.leyonR A S60 per hourfee Wr me%Ielarna may to dwgod by Chembam Tnae, ' .. - 7. R& to a PURCHASE ORDER b ChamDers,Tnas of IM arm fepoed bn, or Yrr� ; a neaswiabb puke, brrrolce aAe W made on ddvay and paid atddnr bnna d ml 'bn ddwry. Inwioe may M made 4d adradted does b[ ddrwy Y buys oa no wept ddvwy of bweew bean. The udwslplad apace b pay Chanbwa.Tltaa rnewraya s$amelra fn for eotbcflxa it swat d paymat me on* madfe. 142 %pw ononth ofuigs added ford sums no pw&vwdn tame, NYlrtiwo on gals slaet canraWas aweemwd to of Worst bw,*L ® In conalderailan of Chambers Trues o crwm for M Ma l the roNemlgned wowmgd mft Volt payer wlan due of any and al bde6todnrssa owed lei IClumbees Tuns by.aq array reodit material and Vie urdadpred'apse+ bpay eledn k"Wdtass trndaduw attorneys fen. Y defie t In paymat far m•lerbl be made br me tedplaat.- 10. In la evert d ferry careernbp etc gaanat. da Rams h1dahed hereunder w pryownts relenad b hemYn. the parties aPea tat ea aple Maus Bar any such edlar wig a saint �Olde cola. fwnlaa. dt. Dedon ro$Pons m%n am Per 'National Siandad And RamnnladedOrldeaas On RaepoubM a For Caechu don Udg MOW Pleb Connected WodThoses ANsvrPuyvrcr►4-200z"' ••�• OIATEp • , ""�, . ..wapraaogrwrmr�rwnx�Yeo per'iiGSB'FOG4'tg plagertt jrtybdarrapbc . = IBu.Mple ply bur ses must be fastened together per engineering before they are set; failure to do so can nssultin roof coRapele. Temporary and permanent tracing are required and can save We and property and In the responalbility of the triers erelxor. -Study the contents of the Infomntfon packet Included on delivery before setting tnrsa6a. . Trum smustbaadwdbracedp 7dosWi6pwmtk#lryadzrlapes Trusses must be set plumb and square Do 0011set bunks or stack of plywood. roofing material of any 'other oclfftientratsd loads on trusses. this can cause copaomie. DO -NOT SET TRUSSES USING THIS LAYOUT I .;-USE LAYOUT DEUVERE0WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plerr;% Floilda 3082-6423 800a551-5932 Fort PISMO 7-015"2012 Fax m4li; "N'711 Vero Beach 772- NO-2012 Stuart 2 ` the Architect's or Architect's representative's shop drawing approval is NOT a - ___.. ___ - _.. -. -_ ___ _ .__�-..va✓outrtB't treck"oY[KrTbon[ractor: __. . 'rhe contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re s a rive locations. Approved B . Date: Braden i Braden A.I.A. P.A. 92.0/93.2 M11EK 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 � IPA :'• Roofing Material Shingle or Shake o _ S Loading in PSF Roof R.D.L. " Top Chord Live 20 .9 Top Chord Dead 7 4.2 j oBottom I Chord Live 10 Non -Concurrent o c — Bottom Chord Dead 10 3 of TOTAL Load 37 7.2 d '� 3. I c Duration Factor 1.25 cc m Wind Speed 165mph Top Chord C.B. Sheeting by builder. s Bottom Chord C.B. Sheeting by builder. v ~ Highest Mean Height 14'-W Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W H a 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 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:__g CAP .fr 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