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HomeMy WebLinkAboutbuilding plans�) "A — �) \ lc� (_"q • • IL Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 rGull' Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" ga. Sv crimp metal roofing attached to plywood deck usin #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D od screws with self seeling washer at 12" o.c. max s can over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and L" end pe 2) 30 Ib felt underlayment Installed with min. 4P side la s and 6" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails s fastened with corrosion resistant tin caps end with 1.25" ring shank nails s aced 6 o.c. at all laps and two staggered rows 12" o.c. field. Attach aced 6" o.c, at all laps and two staggered rows 1wi oc�in field. Attach dpeck to trusses using attachment detail on this sheet ck to trusses using attachment detail on this sheet \ 8'-1" T.O.B. 2 thick light textured �{,7. � stucco on typical concrete O O stucco block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2„ � O.H r 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' = 1'-0" Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands ELEVATION NOTES: O u 45/8" 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 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 ,Ane changes to this plan shall be submitted t0 the architect 26 ga. 5v crimp metal roofing attached to plywood neck using 49 x 1.5" wood screws with self sealing washer at 12" O.C. Max spacing over ASTM D f Or approval In writing prior t0 starting construction. (type 2) 30 Ib 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 — Return ALL L L Stucco ands Into Window o r Door. spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attacfi deck to trusses using attachment detail on this sheet 12 SLOPE 4 TERMITE TREATMENT REQU CONCEALED FASTENERS OR ATTACHM ARE THE RESPONSIBILITY OF THE WNTRAGTOR OF REGARD ALL MANUFACTURES TABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 12„ H. THESE PLANS AND ALL PROPOSE ARE SUBJECT TO ANY CORREC' REQUIRED BY FIELD INSPECTORI MAY BE NECESSAft IN ORDEF COWIPLY:4WFH 11.L MPLICABL! C Finish Columns with 5/8" thick cut coral finished stucco I bands- 0 nQ §T ,I C nTNTv Ri?TT D^1r nTNIS gtvl>=liit i;U FOR, iJi�L. l� E 1tg%11.'13 L 2 IJATC.L i SCALE: 1/4" = 1�-0. t'1;AN5 A`ND PER lIT MUST BE ItiPT I C%To LNSPEC'T1ON WILL BE N AI)E 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 L" end laps fastened with corrosion resistant tin caps and with US" 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 JH8'-1" T.O.B. 2° 5/8" thick x 8"w cut 2" H, coral finished stucco bands H. oED ❑ 3 5/8" thick x 8"wcoral finished stucco ba�5/8" thick light textured stucco on typical concrete ---------block construction- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O'—O" =Finis ed Floor i� Finish Columns wi/8" thick light textured � 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction RIGHT ELEVATION SCALE:: 1/4" = 1'-0" 2" x 4" top plate 1I � 1/2" drywall 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 FRONT ELEVATICN \ 4" concrete slab with fibermesh OR L"xC #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterior NO11-Sedring Partition nts Braden It Braden AAA, PA Wgnne Building Corp. Architects — Planners S.E. Coconut Avenue The G� r a r d Carlton Telel (112) 281-8258 Fax : (112) 287-8283 Spanish Lakes E-mail: bradenaia8comcast.net St. Lucie County Florida Stuart_ FL 3,499E #AAC000032 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using Bd nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails intoi truss webbing. 12 SLOPE 4 MIA MI • �J SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN, WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORF= AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 106) Florida Budding Code Residential. Sth Edition and ASCE 1-10 for Wi d Loadinc Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height:�'-p " Roof Pitch: 4:12 Internal Pressure CoeeITic e_nt: ±p.18 Subjectability to damage from: Weathering: Negligible Termites: Ver Hea Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 A5D dent n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.610E+0VL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L psf Roof Zone: 2. +20.6/-51.O psf Roof Zone: 3. +20.6/-84.0 pef Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. 11 psf Wall Zone: S. +35.8/-41.$ psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-k0.3Pat Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yea Are Components an Cladding Details Provided? Yea Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test:I_Pat This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _3_ psf ROOF DEAD LOAD: 10 paf FLOOR LIVE LOAD: --1-5 of FLOOR DEAD LOAD: 10 Pat JOB ,ADDRESS: Date Drawn Revisions 3-1-14 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-I1 Plan Checked by: review revis D.R.B. i-?Cq 0 = Roof Zone I Walla Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm # I . 12-2- OF 5 FLOOR CLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" - I. Contractor to verify ALL notes and dimensions prior to 3 proceeding with work. F 2. Contractor to STRICTLY enforce ALL OSHA Requirements. e si 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. - ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 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 for2'r,° handicap accessibility requirements, yi' ri' 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 I-3/4"t 20 min, rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed Index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 1" x 6" P.T. Buck block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C1396 be C960, C1002, C1041,C1111, C1118, C1218, or and shall installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail stung options For drywall Spacing Maximum installation of into wood Framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/64" head 0.098" diameter x 1 114" long annular -ringed or Sd cooler nail /2 OR Walls Either I6 8" 16 1, 0.080" da. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12° 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR 0.092" dia. xx 1 1/8" long with Walls Either IC 8" 16" Direction 1/4" head OR Ggpsum board nail 0.01115" die. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product 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 A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. F(tgpe oast Supply and MFG Sv Crimp Metal roofing FL #11661.12 Sv crimp metal roofing attached to plywood deck using #9 x 1.5" crews with self sealing washer at 12" o.c. max spacing over ASTM D 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end stened with corrosion resistant tin caps and with 1.25" ring shank nails 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attacho trusses using attachment detail on this sheet Simpson HETA 20 or equal with (10) 10dox 1 1/2cnalsusa 12 ( 24" o.c.) supporting Max. 4 F 18101ba. uplift Aluminum Drip Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installed wain 1/8" die shank x IS' long galy. roofing nails with 3/8" die. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block construction #S bar vert. w/ 30" overlap at each filled cell Grade Wood Base PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips A 16" O.C. with R4.1 fI-roll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. Co Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) 95 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IITT' 11114" x 14" Concrete footing 14e with (2) #S bars cont. and #5 TY F` i C A L S E C T I O N transverse bars at 48" o.c, Scale : 1/2" = 1'-0" :RASH POST DETAIL tee( N.T.S. 6" high by 4" diameter crash post. Floor large with 4 - 3/8" bolts into 2ansion (3/8"t 50 ksi steel plate) 6" 0 1 3/8" 2 � to Masonry Beam / Wade 011ru Head fixed door sliding door AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq, ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under ROOF= 2108 sq. ft, 2" VTR JAL I I I 21' VTR Mastery/I Jib Bath 1 2. Lev. 2" Lr Lay. {• 1 2' VTR JILw.c. 3• I I I 2" 3" Shur. Kit. Sink I Kitchen 2 I I Lay. 3" w.c. Bath #2 Sher. 3" C.O. To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , al I I n Masonry wall -gyp; L- Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S l l d 1 n g Door D t a 1 l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open, Window Description PRESSURE ZONE I. 4'-5%"x 5'-3/8" 54%8"x 63%4" Single Hung ZONE 4 2. C-2 %"x 5'-3 %' 15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 38V Single Hung ZONE 4 4. 4'-S%"x 4'-2%8" 54%8"x 54Y8" 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 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41'/;'x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-81, 14 x 81 %2" ;r_r a t°" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E j 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel j 2'-6" X c-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 #I 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 v 34'-O" 2" � 8'-6" 1�" i- 9'-6" 14'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch EGRESS 12'- 8" v MASTEF 8'-0" to 9'-I " A.F_F. B E D R O O Vaulted te1hrig 8'-0" A.F.F. Grt R AT Flat Ceiling RgOM I I 1 Iq, Rod i Shelf ®I I Vanity to lie ° l 34 %2"MIg N 8'-0" to T-8" A.F.I . 2" x 6" knee -wall -u L SET J r cr. Vaulted Ceiling below counter top (K M rr DINiNG 1 ROOM l ,� .F a - Rod - - Shelf Is. ns� T bD Vanity to be B 34 Y2"high i ✓xx, ° l High Wall KIITCI-IEN>1 = N - we:rfiang - 8'-0" A.F.F. I ° o Flat Ceding N o o,. I-� Upper cabinets to in extend over Ref. A T H I - cc e- -�' Mod-VioY Perin O Rod E_Shelf ummum N - _7- ® V, ® N ! H. -li Batts auiition O° I N 411CIP Steel Ballard W 1 17" $edt<tad. gin this sheet O > jt 22" x 54" I Attic Access Provide auto I with light I closer L O 8'-0" A.F.F. Q Q � _ 22" - - - - - Flat Ceiling Ir-6°Ln 4" s a 15b anal mp P SECOND © N BEDROOM E GRESS Y GARAGE EF-1 T FF 8'-4" A.F.F.OL O I- CD Flat Ceding CA O ° EGRESS r---------------- 1 0 `i Block wall in 1 garage t be I struck block ock 3'-1" 1. O O ° I I ° CC V E R D I I I 12" x 12" contra a column block filled l th concrete and (2) #1 bars vert. tied I I into h tels above I I =�D I I I ° Ffml 11, 0 ° OO ° °O ° ❑° 2,_8„ 2,_ 8„ 3,_5,, 91_011 9'-6" 34'-0" Install windows thru buck into block with 311C tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior Face at head and sill per product approval of wall ----\ / \ Buck to be I" x 4" PT ru O I N O i Filler n 4' -O" A/C o i c eter 12 Attach buck to block wall with 114"1 dia. Elco cone screws with min, 1 1/4" penetration at 12" O.C. max and 4" max From each corner thru Exterior face 2" >� 6" PT Buck of wall ---\ / I"x4" P.T. Buck Waded to INSTALL VULKEM BLOCK SEALANT #e Wood screws thru jamb into 1:lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max a D e t a l I d t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D e t al l a t D QJOr prior to door attachment INSTALLATION NTS NTS Braden It Braden AIA, P,4 Date Drawn Revisions wgnne Building Corp. 10-18-16 Product Sheet Comm # Architects - Planners 3-1-I6 411 S.E. Coconut Avenue GARAGE Drawn by: Approval Revision Tel : (112) 281-8258 The G rand Carlton RIGHT C.C.U. 4-4-11 Plan 2 , 12-2- Fax : (112) 281-8283 Review revis E-mail: bradenaiascomcast.net Spanish Lakes Checked bg: Stuart, FL 34994 UAAC000032 St. Lucie County Florida D.R.B. OF 5 II � 34'—O" SIRLUCIJR Iry I mob: L ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS BEARING CAPACITY.IF ANY To -SOUL, CT MUCK CONDITIONSCTAOBTAIN PROPERNON-UNIFORM PROPER ENGINEERING DATA FOR DESIGN. 10. DESIGN LOADS ARE AS FOLLOWS: 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS CELLS, AND B AM FILLEDA DAYS MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 ALL COLUMNS, , AT MIXEXPOSURE ="C" 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WiTHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, 8 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X4 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - Sol STEEL. WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR 12. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL LAP POLYETHYLENE 121,MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. SPECIAL FEATURES OMITTED ON THESE PLANS, BE (MINIMUM DENSITY). MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND 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 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF FOOTING: 3" BUILDING CONSTRUCTION BEAMS: 1-1/2" 4. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. I. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY ATTENTION OF THE ARCHITECT. 16. 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 Ii ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, FASTENERS TO HAVE MIN. G185 RATING. FCLAD/4710N �=L/4N i. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2800 psf. Should any other conditions be encountered, the architect Shall be notified in Writing for revision �{. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #S bar Vert. at 48" C.C. max. Provide (1) filled cell on each side of openings Upp to S'—II" wide. Provide (2) filled cells on each side of openings from (o'—O" to °I' —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) 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—I6 and A-3S specifications. ALL Anchors to be A-30-1 steel. 9. 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/ S££ TYPICAL 30" overlap SECTIONS at each filled cell 4" concrete slab with fibermesh OR 6 xb #10/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill Grade 1it 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 4" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR ,;,,x,;,,#10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per c foundation plan r (Y #5 bars Cont. bottom steel 12" � DETAIL AT GARAGE 37EFDOWN SCALE 1/2" = i'-O" 12" x 12" concrete column block filled with concrete and (2) 47 bars vert. tied into lintels above Verify house slab height in field Top of rooter 77 16" below finished floor — IIII—IIII — 30"x30"AL" concrete IIIIcolumn footing with (4) #5 bars each wag 30 OLUMN F0071 C, DETAIL SCALE 1/2" = l'-O" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADES \ SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, 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 ribermesh OR 611x4" #10/10 WWM on Io mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = I' #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ Grade c — ODE ; _ — c+l — I. --,,SEE TYPICAL SECTIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill F.F. . -111=,14 _ �11 —T "w x 14"d concrete monolithic footing with (2) 45 bars cont. 3 14" GARAGE CURB DETAIL rM� 2" x L" PT wood secured with \ 3/8"ilia. x 6" anchor bolt at 18" oOVerhead door track secured to wood Jamb per manufacturer's product approval tiara le Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T cJ. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 9 Filled Cell Masonrg Column With One #5 From Footing To Tie Beam Conc, Fill To Be 3000 PSI See Floor Plan For Location Far Single Filled Cell Column NTS Filled Cell Masonrg 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 20'-0" - — — — — — — — — O ° ° i--- i---i-i -�- ° O r J� 4 Ci----1=-----� C�J Filled cell under I girder above OI i FI I = Rear Patio/Slab �to be poured separate —7 ri From the house slab. a Thicken, footingg to 24"w x 14"d x 24"L h En --- — °i - 11 —i I I —i _i I I —i CE under filled cell FI I IEl ° I under girder bearing. J Rear Patio/Slab to be flush with bottom of sliding door recess. I Slope 1/2" 32'-8" 4" concrete slab with fibermesh OR I G"X4" 410/1 WWM on 6 mil Visqueen over 0 I clean compacted termite treated fill I b I FII i ° I I o° 77< l- -i I �I I I 1121111 FI 0 o Io O O DI I � — o 4r A/C r — 4" 4 Steel Ballard I 121 1 W.— JI I ®filled w/ Concrete I 1>>I I I F N I I I to vtoE I I I I +J> I o ( I I E� I Fi— a _ J I E.a -' I I roo °ol m Vol °� Io I IC° - ° `u N ° L--_.. _U I Q x i ILI -1 4 _6„ A I r S� _ _ _ _-- r °� Ot---- Recess for —�0 ° o — — — C, , ° Garage Uoor —O" 2" x 12" concrete column block filled with concrete and (2) #1 bars vert, tied into lintels above rUc u� cw N= u_ IN F0071NG SCHEDULE Mark Size Description Fi 14"W x 14"D MONOLITHIC FOOTING IUITH 2 #5 BARS CONTINUOUS F 2"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 F 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB Braden it Braden ,AI,A, FA W nne BuildingCOr . p Date Drawn Revisions Sheet Architects - Planners '411 S.E. Coconut Avenue d Carltn i i 2 Cr a n o GARAGE 3-1-14 Drawn by: 10-18-141 Product Approval Revision Tel : (112) 281-8258 RIGHT C.C.U. Fax (112) 287-8283 E-mail: braddnala comcast.net Spanish Lakes St. Lucie County Florida Checked bg: Stuart FL 3499J.#AAC000032 D.R.B. OF 5 .File ROOF S�-IEETING ATTACHMENT DETAIL_ I. Minimum Nall Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 K Area Edge Field Fastener Pressure Zone 1 6" 6" Bid ring shank 45 psf Zone 2 4" 6" Bid ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pres ure for roof stated in permit info box on these plans ror zone 3 Verlfµ with Plan Concrete Its= 12"x 12" /Lintel Column Block 7 Rebar Rebar 48 Bar Dla. Min. Overlap Column to Lintel Attdchment NITS Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Filled cell steel Into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast -'- - -' lintel set in mortar _ Min. e" Bearing Provide #S bar set in pre -cast lintel into beam where length of the opening calls for it. Divide PT Buck .ached per iamb ails into filled a 4" Pre -cast Sill \ Filled Cell Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. CBS WALL Scale: 1/2" = 1'-0" Coi crate Anchors Per Ma ufacturers Specs Poured Concrete concrete Klock mail I/q"Max. N I Aluminum Penal I Sizes per manufacturer I zv• g Va• See Tgpcal Stud Detail I I I ' 1/8' x $/32" Wing Nut w/ i o appropriate washer and specmg I `v pat mamfecturer's Details Oc3" hm glen d r o I 09q" E I I d I � I I i I I 1 I IBrS" Stud Detail Poured Concrete or V Zinc NTe concrete block wall \ Stud w/ Die Cast Nut \S Nickel Plated WmNut g TRUSS BLOCKING DETAIL Manrec An tu AnSpecschors Per Concrete AT GIRDER STRAPPING Flush Mounted Shutter Detail AT CENTER BEARING POINT nts SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of trues with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. Sv 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 Precast Lintel #5 bars r� ,';-a� r': �'; y.j;'s� ':`1.;'•'':'•� CLEAR Lintel Length Bar Length Clear Span u u A Bars ii I:Additional B Bars '-C 2,1*3 T-10" 2'-8" none 3'-4" 2'-2" 2,43 none 8F8-OBAT BPS-IBAT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none #5 bars CLEAR ";�',.? 4'-6" 3'-2" 2,#3 none One Row of "H",i:===: Block Above '!': 5' 4" 5'-2" 4'-O" 2,43 none 5'-10" 5'-8" 4'-6" 2,#4 none r Precast Lintel r ,l i Additional -4" 5'-4" 2,44 none #5 bars � 1'-O" 6'-2" 2,#5 none BFIL-IBAT BFIL-IB/2T 8'-4" 7-10" T-O" 2,45 none NOTE5: ALL reinforcing steel Is grade 60. I. min. coverage of steel=l.5" 2. min. bearing required 9 ea. end=8" 3. standard for reirl steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel size Top steel Size Max. Graving Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-L" BFB-OB/IT 1 45 3069 1511i9 1024 L31 T-L" 4'-O" 8F8-OBAT 1 #5 2561 136S 143 L45 4'-5" V-10" 8F8-OBAT I 1 #5 1105 1 904 339 L50 W-O" Ill 8F8-OBAT 1 #5 1238 835 121 L60 6'-8" T-6" BPS-OBAT 1 #5 1011 121 534 LBO ll T-q" 8128-6/21' I #5 2 #5 152 591 512 L90 9'-0' 10'-6" 81l I #5 2 tt5 643 530 401 L90B 9'-0' 10'-6" BFI6-I8/21' ONE 1 #5 2 #5 1533 1183 401 LOO 10'-0" ll'-4" BF8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFIL-I15/27' ONE 1 #5 2 #5 136L 1 1028 452 LI20 12'-0" I3'-4" SF8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 81MIL-I81/21' ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' 15'-4" BFIL-IB/2T ONE 1 #5 2 1210 609 259 LI60 IL'-0" 11'-4" 8FB-IB/2T 1 #5 2 1#5 300 192 194 L160B IL'-O" IT-4" BFIL-IS/2T ONE 1 #5 2 950 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE• - LINTELS SHALL BE FILLED SOLID WiTH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 21, o.c.) supporting Max. 1810lb3. uplift Aluminum Drip i Edge t Fascia Flash and Counter flash Nall ledger to gable end to with (2) IOd Its at each web Brace Gable end with 2" x 4" SYP #2 8Ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) Q F- 0 F- Ui d N � X ohm N Q o 03 DL Q_ LLI N e1 V O a3 O 0 Ib E_ ; N U � _N r Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift N L90 BI L90 SI 171 TA 20 L60 C4 Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with rein 12" embedment into beam either wet seC or In epoxy with (22) IOd nails into truss,I Add blocking to truss leg per detail on this sheet (-a M In ip110WANS, �A WRA14 dFIVE O tt light ss 1 _ d L — ath BI I I I U upp ted I ( TS II, T P e'-O" MAX. I US I I TI 2„ I - —_ - _ I _ I I I I I I I I I I BI i BI Bi L45 I3 SLOPE 14 I z I � I I O I I I BI L31 uo I I I I N N � X L o�m N vim � I— Q Q_ � a o i�o Y o0 E CT) U ty F- s Brace Gable with 2" x 4" SYP #2 -8ft back nailed to bo of top chords using (2) nails at each Aluminum Drip P R-30 blown fiberglass Q BI I N o Edge t Fascia v2" thic stucco on 3/8" hi -rib lath in bottom chord of trusses N Q "o attached to horizontal and vertical wood 12" framing with nails or staples to provide 1/2" drywall with smooth finish lLl L50 On ET 2 - O Ul O 2" x 6" Sub-Faacl no less than 1-3/4" penetration into hUfflGa anC r a eaG trUS horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete BI °D into vertical wood framing members and (1) #5 bar cost. in each row. Substitute ( .e.) uppo ting ax. tr u using 1 full o vent v 1. soffit metalled p recast lintel Filled with concrete and (1) #5 1810 bs. u lift as tieing I/8" dia shank x L5" long gale. bar cont, for bottom row over openings qqI BI Bi n roofing nade with 3/8" dia. head per L1S011 rL LLO BI L90B product approval - see chart sheet #1y1/2" dr wall over I" x furrin 5/8" thick light :..FT TF__ lid Oil textured g g strips at 16" o.c. with R4.1 f-fod 12" x 12" concrete column stucco on typical concrete Insulation on typical BitBlock walls_ block constructionNQ block filled with concrete All drywall to be installed per FBC R102.3.1 and (2) 41 bars vert. tied Varies - see plan i and shall meet all pertaining ASTM codes. into Initials above ao Mortar to be Type "M" only proportioned per FBC R601.1 ETA 20 #5 bar vert, w/ and Mortar joints shall comply with FBC R601.2.1. thicken edge to S"x8" 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) with concrete and at each filled cell one 95 bar continuous BEYOND FIII cell with concrete and O O Rear Patio/Slab to (U #5 bar vert. (typical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted OVERHANGS AT 1'-O" UNLESS OTHERWISE NOTED ON THIS SHEET To of Tooter Base see foundation plan notes for - p spacing at openings I6" below finished floor Step per foundation plan 4" concrete slab with Flbermeah OR ROOF PITCH AT �' :12 UNLESS OTHERWISE NOTED ON THIS SHEET " 6"xb" #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER `0 a Slope per foundation plan 'r clean compacted termite treated fell - ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION _ II=III= III IIII-IIII IIII IIII_IIII I_1111IIII-IIII= - ALL TRUSS TO TRUSS CONNECTIONS BY =1 I IIII—III IIII 1 1 1 1 1 1 1 1 IIII IIII I �'- TRUSS MANUFACTURER IIII=IIII=IIII =IIII=IIII ;,.IIII=IIIIIIIIIIII=IIII IIII- - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR � IIII.;, IIII ljil 1,40 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 11j IIII-IIII=IIII. 3 Typical Section at Front Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/2" = I'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTIO' Braden It Braden AIA, P,4 Wynne Building Corp" Date Drawn : Revisions : Sheet Comm 1*Architects - Planners 3-1-16 10-18-16 Product 411 S.E. Coconut Avenue GARAGE Drawn by: Approval Revision Tel : (112) 281-8258 The Grand Carlton RIGHT C.C"U" 4-4-I1 Plan 12 — 2 n Fax (��2> 28�-82f3 Spanish Lakes Review revis E-mail: bradenaiascomcast.net St. Lucie County Florida Ch Red bg• Stuart, FL 34994 'UAAC000032 OF 5 PANEL "A" Poles BR Load Wire Description eirc# c"6" 2 Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp I AHU #lo 3.5 kw 30 2 3 4 2 30 4.5 kw #lo 40 gal. water HTR 5 L Range #6 12.0 kw 50 2 'I g 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 1 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Refrigerator #12 1.2 kw 20 1 1 20 I.5 kw #12 Kitchen S.A.C. 1 18 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 Recepts #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 kw #12 21 28 Recepts #12 20 1 1 20 #12 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 20 412 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3 watts sq. ft.) Small..Appliance, Circuit(s), . .... Range ... . ........... . .. I .............. Refrigerator Micw ......roave .......................................................... Dish Washer ............................................ ... Clothes, .Washer ...................... I ............. Clothes..Dryer................................ Water, Heater ....................................................... Water, ,Pump .......................................... Garage. Door. Opener .. .... .. ..... .... ... , ... ... .......... . ... ... ... .. .. ... 1135 3 5,206 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4.500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 101000 Remainder 21,415 ®40% 1 O 10.944 Electric Heat or A/C 10,000 0L5% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps �l�ctrlcal S mbol ��g�nd $ Single Pole Switch ® Recessed Can Light $3 Double Pole Switch Eyeball Recessed Pe Push Button Switch f- Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle O- Wall Mounted Light =E) GrC Waterproof ground fault circuitL.P. interrupter Light with Pull Chinn (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector V Flood Light Q Thermostat cs= Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack ❑1 Telephone Jack A c A/C Disconnect ® I x 4 Florescent Light CE3 2 x 4 Florescent Light PKR Speaker Hook -Up Q Intercom PATIO/SLAB I G11AT RgOM I I IL9 CFM Center Regii tera IOxlOxl on ceilin fan IL9 CFM OxlOxl 12" DINING ROOM H.B___ . L Vent thru Sofflt ATl- I I IG" I 232 CFM I I 12xGxl L J6= _ SECOND BEDROOM 12xl2x8 i i j- B/A 143 CFM IOxlOx6 MASTER BEDROOM 143 CFM IOxlOxL ------ -- 12 B/A ° LOSET cr 8CIF 8x4x4 � 0 K go r� . Attic Access with light • \\L�? u COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN O= THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE. 1/,f" = I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. I1. It is not the intent of these plans to show ever minor detall 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install service and provider. all items for a complete electricals stem and P y provide all 4. 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. 6. ALL exterior outlets to be WP/GFI protected. 18. All work shall be done in accordance with the N.E.C. and 1. Recessed cans to be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall 8. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be 19. The electrical s stem shall be coin letel and effectivel y p y y sleeved in PVC rounded as re g required b the latest edition of the N.E.C. y 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 by 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 14. All work shall be coordinated with trades to avoid ordering. The contractor shall provide circuit routings to other interference with the progress of construction. suit the Job conditions. 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 by others, duration of the work, 16. Contractor shall guarantee all materials and workmanship free of defects for a of not less than two from 23. All raceways and pipes placed in or through any concrete period years the date of acceptance or certificate of occupancy, or one slab shall be spaced a minimum of three diameters of the largest conduit or pipe from 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 311 4 Cif M ��- Soffit 150 Amp Panel d Meter GARAGE I r-----------------i 1 I i I I I I I 1 I I I I I I I I I I I I I I A/C disc. ISO #2/0 Aluminum feed All. I %," Conduit PANEL M TE AHU 2" PVC ( FPL 2" rigid service FPL Bare #6 copper wire IF 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 ,AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8298 Fax : (712) 281-8283 E-mail: bradenaia9comcapt.net Stuart, FL 349% #AAr-000032 PATIO/SLAB ,-,covered Porch \\ MASTER, BEDROOM I / I WP GFCI \ , S V - v v i ' I / CAR IAT N R o� / Carbon - - - _ Monoxide Detector Combo M I I - - I \ � r - N I� I I� � LQSET 16" H.B. N I I I GFCI N DINING I I L-- Exhaust Duct ROOM Il GFCI T HI Thru Soffit G CI �{ / \ IGFCI GFCI p cp \ \ I � ✓�° ° 5 FAN \\ I I ° KITCHEN �\ N S ' - S1g9kv- / C�bQCL - J I"fonoxide Detector I I �{" Exhaust ° Cl canes Combs H,g,'-2" 34" \ Duct Thru p \ I M � \ Wall \ �® SO M - WP GFCI Exhaust Duct F \ �/ O cl GPC Install oulet under disc_ Thru Soffit \ FCi - n not shown for -\ � clarity h -- - - - -- \\ I „h GFCI Q 0 A/c / r W �I ( enter > I IT, 22" x / O b I Atw tAccess h light I S�COND,�/,/ N B E D R O O D� S �Optionai P 150 Amp / V ® panel location 1 / Panel Pieter Pull chain / light in attic / m PB /\ Wire For / \ Front Post / \ Light WP GFCI \ tQVERED / P ol;ze ' n 42"h GFCI GARAGE Garage Door Opener ELECTF�:)IC/4L o Post Light with 6'-3" o Photo Feu Attic Venting Calculations 1=5C 230C u x _ Total Attic Space = 212 sq. ft. ° Venting Ratio VISO = 1' .16 sq. ft. required provide A Continuous 'Vented Soffit 116nne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida Date Drawn : Revisions : 3-1-14 10-18-16 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-11 Plan Checked by: Review reels ID. R.F3. Sheet �---1 OF 5 Comm # 12-2- A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXGEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE =ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE Alk IF MULTIPLE PLY. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. (`nAIQI ll T RCQI 30' Span or less A 30' to 60' Span A Spree er Bar 0 degrees or less ag 4.—Approx 2/3 to_0, f-1/2 —10 I Tag Line span, approx. rue 1/2 of Span REFER TO BCSI Truss must be set this way if crane used. REFER TO BCSI ,Truss must be set this way if crane used. Truss is an ..ample. ynur truss may not match. Insist crane operator sets truss this way. 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 A l FR "A N IC> t— IE= F=:z " G T E 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 Carryi For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrie( Nails must be as shown. Guide tabs Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F__ T M Be upset--1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F_ 12 2.00 B— upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH 1l Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT W U) Q GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT :.; FABRICATION AGREEMENT' '�RUSSE9 NOTBE 97AR1ED UNTIL THIS AGREEMENT MET SIGNED 8 RETI The legal des aiption of the properly where the truism will be Installed la: . Th'o•updelslgnisd earawledgies and agrees: ^ a. Tluases mdt be made In strict accedence w1Uh a Was placement ogagrert vihhkth b the sole auNottty for dotertnlr'd euxapNI fabdrxtior cf the tnaaes . Z At dlmenelrona h this layout have been varM:d by the undesigned. ffi,UMe is written notice le prc ed by cartfled mall W Chambaa Tess within clay. of delvery the underel9ned egress that rho baektlheryes,wl0 be allowed, 'n th such written notice b hrtnkhed Chambers Truss chap have three (3) bMuIg�ppheat days I '. to56egln rep akt) rsVulrod, a to substitute other trusses, at Chambers optlSth, ,it7he undersigned aoforhowledges receipt of "SCSI 1-09' summary sheet byTPl 81 ..!L Degvery Ig to Job eta. tt la the tiuyeri reaponslblllty to make the Job ate auW dehwlery. Chembell Truce has me sole authority to defartnlna the auteblltty of tie Job l pditlin of tine Jtlb eta for delivery. Chamber Trues wit b0 responsible for dump tlellve Ths t uyer Is roepontlble fir eddltlonat delvery expanse t Cho Trees has to n bacavae Job site N not prepared for delMary or boyar la not prepared for delivery of t Bt•agsIs mpodwlble to Chamber Trues for towing coats due to stle conditions. ' tqt?.rks as ahoam In Deragraph 7 bek„v laeub]xt to change t any charh9as are, n . thls]eyout. A tltd0 per hourtae for ravlclons may be charged by Chambers True. '.E,y le b a PURCHASE ORDER to Chambere.Tnna of Ns sum agreed fo, c eg M a raasodabla pdce. Invoice will be made on deliveryand pall whhln tens: enrdathoary. Invoice may be made at scheduled date of detvsry t buyer cannot . 6lfvery'of fabricated buaaes. The underel9nod agrees to pay Chambare.Tryes roes etbmey's fee for eolleodlene In evert of payment not timely made. l-12 %per month 'bheryi will be added for at sums not paid within terns, S: Signature or IMtala anywhere on this sheet consthdea agreement to e2 tertna'hen >g. In ioihslderetlon of Chambam Truss extending credt for this material the under unwndltlonaty guarantees payment when due of any and all Indebtedness w Chambers Truss byany ardlty reeelvin9 material and the undersigned agrees to pa', Indebtedness Including a$ameys fees, It default In payment for material be made mciplent 1 I 10: In the event of any litigation concerning this agreement, the items fum"d hen ar payments referred to herein, the, parties agree that the sole venue for arry such act 'bti.selM Nude County. Florida. i 'ti t: Desl9n reaponslbllides are per -National Standard And Recommended Guideline Radponelbllltas For Construction Using Metal Plate Connected Wood Trusses sA,f)sVr.PIIWTCA, 4 - 2002- . .STdNED— , �OR TITLE . /Cspreaderbarmaybe per"BC I1 Wiopntvent4bay4sdaml i111Gltlple ply trusses must be fastened together per englnaerl ". 46re they are set, fallure to do so can resultdn roof collapt ore and permanent brecIn are re utred and c n save Yleln.P rY P 0 q zxand property and Is the responsibility of the truss erector, Study the contents of the Information packet Included on deft ax t" before settin trusses. 5'rTtlaros m usthesatard braced perdesignto preuerrttrdtay&damag Trusses must be seat pldmb and square Do no0ist bunks or stack of plywood, roofing material or at ;v'ther concentrated loads on trusses, this can cause COUSIN DO NOT SET TRUSSES USING THIS LA YOU 'USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSE ;;::.CHAMBERS TRUSS"INC a3105 Oleander Avenue J,•.,=::,, Fort Plerce; Florida 34882-6423 800-551-5932 - ' 1116j#Plerco 772-465.2012 Fax 772"465"6711 r•-Wet (teach M-669.2012 Stuart 772-2604302 t Wob Sitae CHAMBERSTRUSS.COM The Architect's or Architect's rel ____-shop drawing approval is "double check" of the cone The contractor shalt remain r, for checking field measurem other construction criteria. ,A approval covers general roc review of truss strapping, and structure from grayµty and uplil their resisedlive locatic Approved By Date: Oraden A Braden A.I.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 Resisti Roofing Material Shingle or Shake Loading in IPSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. ' Design Criteria is the responsibility of the Chambers "Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed 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 v;/ra 6