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HomeMy WebLinkAboutBuilding plans, 1709-026912" 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' aide laps and L" end laps fastened with corrosion resistant tin caps and .with 1.25" ring.shank nails RIGHT ELEVATION 12 4 1 SLOPE a.3m LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 L" enc laps fastened with corrosion resistant tin cape and 2" o.c. in shank nail spaced L" o.c. at all laps and two staggered rows 12" o.c. in eld. Attac deck to trusses using attachment detail on this sheet thick light textured / stucco on typical concrete block construction SCALE: 1/4" = I'-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & Skylights Opening Type NOA/FL NUMBER Product Model III Manufacturer Glass Attachment method T EzpiTtation Date Design Pressure of Approved Tests 1.2.3 t4 FLU 11499.2 Single Hun g g Series 185 Mi Windows and doors pp. x gpcons qq mri. p77n tetLon at maNx om sec co rise end L o.c. tharaalter throug T Buck Into sold mled CMU well memamm,. mm 2.5" ed a distance in strict adherence to the ra at m roval.g s ± LO per A I1-0330.02 Overhead Garage Door g Model 824/811 9'-4" max. width IL'-0 max height g DAB rt x uc to eonmta ee mt a callwith ii s cart. wmg 3/8' x L' Hiki HLC We", wwiitchers at e' ac. smile . firth ima d' edge eatanee Instellt eek to husk ea w 51V x i dig fill thread lag scan m .ashh roT.'t smnta'I I.srL at 1.6 edge awns. - GC to unetp adhere to preen appravai revida/IL' nut anosir an rdiar sheet. 10-q-21 + 50.0/-LO.0 psf $ FLU I4414.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4" die. tapeon with min 1.25" embedment at 3" max from corners end 1�.5" o.c. max thereafter in head end Jambe. + 50.0 PSF C FLU 15332.2 SlidingGlass Door Series 420 MI Windows and doors pp- x apcons IDI enetretian at max. ron each eorner end Y o.c. el GauCle row thereafter throug PT Buck into solid filled CMU mall maintaining min 2.5' edge distance in strict adherence to the product approval. + -48.2 PSF - Product NII NUMBER Model # Manufacturer Attachment Method TEST Date Design Pressure of Approved Teats Mullion FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapeons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + - 118.9 PSF Roof FLU IIL51.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (t a 2) 30 lb felt underla ment installed with min. 4y side laps and L" end sP s p laps fastened with corrosion resistant tin cape and with .c. ring shank nails at all laps and two etaggered rows 12" o.c. in field. Attach spaced L trusses deck to trusses using attachment detain on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 0,12" din. x 1.5" Iona ring shank nails with 3/8" dia. head. +55.0/-35.0 PSF Hurricane Panels Flit 1501L.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Finish Columns with 5/8" thick cut coral finished stucco bands 01 0'-0" = Finished f Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2( 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 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 / 7oq- BZ c 8T. LUCf£ COL?�'fYpT;II,Pr\rG PISrSS1�v RF"VIEWED FOR CO LIANCE RrVIEWED BY DATEac "IT . ST AE KEPT ON JOB 'IOV WILL BE MADE. iE PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS ARED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO PLY WITH ALL APPLICABLE CODES. NCEALEO FASTENERS ORArIACHMEr. ARE THE RESPONSISILITYOF THE CONTRACTOR OF RECMg 5/8" thick light textured \ I stucco on typical concrete 5/8" thick x 8"W cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411151.12 24 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 4 SLOPE 2„ H. H.H. 1 5/8" thick x I cut coral finished stucco bands ®®®®:' ® 1-1 ®�® a. - 0'-0" = Finished Floor ED 2'-2" FRONT ELEVATION 2" x 4" top plate II '1/2" drywall ceiling on truss bottom cord I/2" dr01 ywall on x 4" studs at IL" o.c. base -board II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition --, In Braden t Braden AIAa PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 UAAC000032 Wynne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida TREATMENT REQ ANDShoc REMyN ONAI ENERQYCZ"MUSI AI (1NT1L.If�ISP[cr"�S DOORSE D AREAP 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 L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. EGRESSI 2 5/8" thlck x 8% cut coral finished stucco bands SCALE: 1/4" = F-O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSIN, OCCURS BETWEEN THE BUYER AND WYNNE BUILDING COR AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: _II'- " Roof Pitch: 4:12 Internal Pressure Coefficient: t o.18 SubJectabilitg to damage from: Weathering: Negligible Termites: VaI Heayu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.LWL: O.6DL+O.61AL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 pat Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 pat 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/-40.3pelf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?Yes Are Components an Cladding Deter Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: _31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -15- psf FLOOR DEAD LOAD: l0 psf JOB ADDRESS: ( , MODEL: Date Drawn Revisions Sheet 5-9-11 GARAGE Drawn LEFT Drawn U. W C.C.U. CONNA Checked by: D.R.B. OF 5 TO 82 PITC 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Comm Ct1. HLooR FLAN H, CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. 14'-O" 1'-O" 35'-0" 21"0" I. Contractor to verify ALL notes and dimensions prior t0 36" high by 4" diameter Llving A/C - 1 1.4 Sq. ft. proceeding With Work. steel crash post. Floor Flange with 4 - 3/8" Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 311 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Entry = 28 sq. ft. 1400 PSI fb t 4" a minimum, I er s ress. 4. No dissimilar metals to touch. 2!/2" 2/," 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. A 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 „ 0 - 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. 10 o 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" Wide door at one bathroom for handicap accessibility requirements.„ 12. Lowest finished floor to be set by Governing Building Department G" 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 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C3L, C19, C415, C514, CL30, C931 C460, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed 102 5) accordingt0 the followin : (FBC R 3. g Masonry Beam I" x 6" P.T. Buck nailed to Drywall Location Orientation Framing Max. spacin block with case hardened nails Member g Nall sizing options for Thickness of fasteners installation of drywall into 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.1, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyln� smoke developed index not to exceed 450 when tested in accordance withhSTM E 8-4 insulation shall comply with F.B.C. R316, 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 1)(type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 anchor hurricane each 12 with (10) IOd Ia 1/2" w ( 24" o.c.) supporting nailsuas Max. 4 PRE-e N2 "o.c. TRUSSES Ie101bs, uplift (shop drawings by manufacturer) Aluminum Drip -� " \R-30 blown fiberglass Edge d Fascia / In bottom chord of trusses V-1/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U 45 bar cont. in each row. Substitute Kallcan full a vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 15" long gals. bar cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drgwall over I" x furring strips at 16" o.c. with R4.1 PI-foll 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 7 and shall meet all pertaining ASTM codes. block construction Co Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) 5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell () tt5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR CxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade 1114" x 14" Concrete footing 14" with (2) #5 bars cont. and 45 TYPICALSECTIONtransversebars at 48" o.c. 14, Scale : 1/2" = I'-O" Bottom Total Under Roof= 2215 sq. ft. Total Cubic Ft = 13,%0 2" VTR JL I Attach buck to block wall with I 1/4" dia. Eleo cone screws with min. 1 1/4" penetration at 12" c.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck 21' VTR of wall arias r/ I I I 2" 1 Master I Lay. I #8 Wood screws thru jamb intgbCF� I at each hinge and 15" o.c. max ano 2. 1 Detail at Door prior to door attachment Lay. 4" 1 2" VTR NTS W.C. 13. JL INSTALL VULKEM BLOCK SEALANT I I ON ALL JAMB, HEADER, AND 2. 1 SILL BLOCK PRIOR TO BUCK shwr. 3" I INSTALLATION Kit. Sink I I Install windows thru buck into 2" block with 3/10 tap -con with Kitchen 1 1/2" penetration at 4" o.c. max. I from each corner and 20." c.c. max I thereafter at ,lambs and 20" o.c. max. Lay. ��j Exterior face at head and sill per product approval R" of wall ---\ / \ Buck to be I" x 4" PT Detail at Windows 3' w.c. Bath 4 2 Shwr. 1"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTSPLUMBiNG Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 01O Use 3/I6" tap -con with I penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval Sliding Door At Masonry Wall fixed door Sliding door nr Sill Detail NTS 1" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall ypical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval lam h Window Schedule Mark Size Rough Open. window Description PRESSURE ZONE I. 4'-5Y8"x V-3/a' 54Ya"x 63/4" Single Hung ZONE 4 2. 6'-2 Ya"x V-3 /a" 75" x 63 /;' Single Hung ZONE 9 3. T-2" x 3'-2/2" 27Y2"x 385/a' Single Hung ZONE 4 4. 3'-1" x 5'-3/a" 38" x 63'/4" Single Hung ZONE 4 5. 4'-5Yd'x 4'-24" 1 54Wx 54 Ya" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41"%" x 83%, Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %," d ;a°..t"' Sliding Glass Door ZONE 4 D 2'-0" X C-B" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 Y2" E 2'-0 X C-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 Solid Core Wood, Steel, or Masonite Door H T-8" X C-8" Solid Core - Wood - 6-Panel J X-C' X C-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 41 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction 3" C.O. ' \ To septic RISER NTS 3'-10Y2" 10'-6" EE EE OEI ILE E EGRESS 0 E PORCH o WIRE LATH t STUCCO O_ MASTER CEILING BEDROOM o �v E 8'-O" A.F.F. M �q - Flat Ceding E ~din EE EO EE E O EO M 12'-8" E I E 0 O en 1 6 n 8'-O" to T-8" A.F.F. Vanity to be 3-4 Y2"high Vaulted Ceiling O 1 �I 20' 8" Rod fi Shelf I E i GREIAT ROOM`r - H.B. 9 CIA E ° s 2" x 0 knee -wall rro LOSE I 0) below counter top 1 I� I LINEN ❑CABIN DINING _rWi'� ROOM E iv +41" HIGH WAL11 8'-O" to 9'-8" A.F.F. Vaulted Calling 8'-O" A.F.F. I E I E Flat Ceiling 1-1/2" VERHANG �r ° KIT 0 (V Upper cabinets to _ry Q extend over Ref. 12'-6" C4 (Y NON -VENT THIRD - O BEDROOM oNPIF e'-O" A.F.F. O Flat Ceiling LU R-II Betts InauleGan I r 22' x 54" -H. �I J N 1 EAtticAccess- #I Attic Il Provide auto 1 with light �# m closer L_ O if - - - - - ujl I > � O ro it 4" b Steel Ballard See detail on this sheet 1_ ayQ m t � J J - E o Double Linen Dou le ISPan p O I Hanging D Han n �I B'�_ _ E o GARAGE � I I E „H m Vanity to be �r 8'-4" A.F.F. I I hl9 H,B. O Flat Ceiling a IV I I t3h O '° O rI - - - - - - - - - - - - - - - - - Hangin g r O�a- - Block wall in apgri�® - 1 garage to be I E MT 0 E r struck block I " O i E EME C E O J in (Y a I I EG I 4'-9.1 4' S" cn�' I I I aQ W I to (i a I I is - = E 12'-6" 0 EO 107111 OO1 10,0 ® SECOND 12c_c.w.609 BEDROOM O - E $'-O" A.F.F. E Cn Flat Ceiling 0 N EGRESS E E O O " � O 3'--4 9'-O" 3'-6" 2'-8" 2' 8" 2'-2„ 9'-6" 2'-2" 35'-O" Iw w o 21'-0" 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 SU13-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 ROOF (DL+LL) = 41 PSF WiND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FiBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 BUILDING CONSTRUCTION 'el - TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 -1- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is ATTENTION OF THE ARCHITECT. 16 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FOUND,4TiON FLAN ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 11 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-II" 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) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy Of Soil test to architect for review prior to construction 8. ALL reinforcing steel shall be grade (0, meeting ASTM A-16 and A-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. #5 bar vert. w/ 30" overlap - at each filled cell �I110111 i� =_ TYPICAL CTIONS 4" concrete slab with ribermesh OR 6"x6' #lo/10 WWM on 10 and Visqueen over clean compacted termite treated fill 111 I- 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 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 o foundation plan (2) #5 bars cont. bottom steel 10 12" 2)DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) 41 bare vert. tied into lintels above Top of Tooter 16" below finished floor iix 7 SCALE I/2" = 1'-0" Verifg house slab height in field =1111=I IIII�1111 ''�30"x30"AC concrete column footing with (4) - 1 #5 bars each way SCALE 1/2" = I'-O" SCALE: 114" = I'-O" FOOTiNG SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH I tt5 BAR CONTINUOUS PS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill GRADE \� PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL 15ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Cx6" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill 0'-0" a P.F. Grade s. =111 E , —i i l III I— 14 w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden i Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-82563 Fax : (112) 281-8283 VB E-mail: bradenaiamcomcast.net Stuart. FL 34994 #AAC000032 O I v 12" x 12" concrete column block fill with concrete and (2) 41 bars vert into lintels above f- 0 T Filled cell under FI I girder above FI 24" 1 Rear Porch Slab to 1 be poured separately � 1 r J from House Slab. 1 in I 0 N Thicken footing to ry t 1 24"w x 14"d x 24"L I 1 under filled cell I 0 a under girde74" N 00 0 (] OC I Rear Patio/Slab tobe flush with bottom of sliding door recess. Slope I" 0°ncreeslab with fibermesh OR I 6"x6" 910/10 WWM on 6 mil Visqueen over 1 C ° clean compacted termite treated fill I FI I I I o I I C _{ I i F- o V i I '- I ° I F- I IC 0 I I E I I I FI 1 I I I o IL O 1 --a -- —F�— — O 0 r— — — — — —— —I w_H. tERMITELu TREATMENT A$ u�"°a._ i C �)1 - 4"40 Steel Ballard/ I I 1 3 p1 I F- See detail on this sheet I I Q l L--� - I I I 4" concrete slab with fibermesh OR Cxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I O I n I I FI -- --- I 5 m O O O O I I I , F 5 cn= I I I 03 F5 Recess for I O �nm L----Garaa e Door 12'-6" I �- 00 001 FEE11109 V— — 0 I Fi I I I I I •I I� I I a� �o O O- O O 3'-4" 9'-0" 3'-6" 2'-8^ 2'-8" 2'-2„ 9'-6" 2'-2" 13'-10" 35'-0" U gnne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: GARAGE LEFT Date Drawn 5-9-I1 Drawn by: C.C.U. Checked by: D.R.B. Revisions 0 0 z I n Sheet Comm # _0:� 12-100 OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = #S 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 eLl Area Ede Field Fastener Pressure Zone I 6" 6" Sd ring shank 45 psf Zone 2 4" 6" Sd ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a C s #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 95 bar set in pre -cast O C F F ^ fl Scale ' 1/2" = 11-0" lintel into beam where length of the opening calls for it. — Ov hens at 1 —O unless otherwe pi nt on this Sheet Provide Cast -Crete _ — 8U8-OB/OT precast T` lintel set in mortar - Min. 8" Bearing - - - Verify with Plan Concrete 12"x 12" /Lintel Column Block ess�sasss>����sso v#7 7 Rebar Rebar 48 Bar Dial. Mln, Overlap Column to Lintel ,attachment NTS ovide PT Buck ached per,, iamb nits into feld ci 4" Pre -cast Sill ell g — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be Submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Cell to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide T Form Board Survey to Truss Company prior to truss constructs Provide #5 bars with min. 48 bar I iameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. L: � Ibtr I , 1 Concrete Footing L(see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" a— SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocklndg to vert, leg of truss with IOd x 1.5 nails at 4" o.c. \> Install Simpson MGT into wall using N--5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' COX 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. 5v crimp metal roofing attached to plywood deck using #9 x I.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM 1)(t6pe 2) 30 lb felt underlagment 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 Additional Precast Lintel #5 bars = 'I CLEAR Lintel Length Bar Length Clear Span �� �� A Bars " u B Bars 2,#3 none i�.,•'' i i i i -'' f 2'-10ll 2'-8" I 1 f 1 '`----' `----" '` ---- '' 3'-C 3' -4" 2'-2" 2 #3 none ePe-OBAT BPS-IB/IT 8F8-IB/2T Additional 3'-10" 2'-8" 2A3 none //#5 bars CLEAR 3'-2" 2,#3 none One Row of "H" Block Above `rCi:[ 5'-4" 5'-2" 4'-0" 2,#3 none :Y. 4'2?>4 none % Precast LinteiAdditional vt----y i none #5 bars t-- �'-6" T-O" C-2" 2,95 none 8FIL-IBAT 8FIL-IB/2T 8,-4„ 1'-10" T-O" 2,95 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage or steel-i.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A415 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 Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" 3'-V BF8-OB/IT 1 #5 301.9 150 1024 1_31 2'-V T-8" 3'-1. 4'-0' 8F8-OB/IT 1 #5 2361 13L3 163 L45 4'-5"1 5'-10" 8F8-OB/IT I 1 #5 1105 909 339 L50 V-0" V-V 8F8-OB/IT I 1 #5 1238 835 121 L60 L'-8" T-L" BF8-OBAT 1 #5 loll 121 534 LBO W-0" 9'-4" BPS-IB/2T I #5 2 #5 152 sail 512 L90 T-O" 10'-L" BPS-IB/2T I 95 2 #5 L43 530 401 L90B T-0" 10'-1," BFIL-I5/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" li'-4" 8FB-8/2'r 1 #5 2 #5 582 1 494 452 LIOOB 10'-0" II'-4" 8FI(.-IB/2T ONE 1 #5 2 #5 13111. 1028 452 L120 12'-O" 13'-4" 8F8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-4" 8FIL-IB/2T ONE 1 85 2 #5 1015 110 324 L140 14'-0" 15'-4" 8FIL-IB/2T ONE I #5 2 #5 1250 609 259 LILO IL'-O" n'-4" eF8-IB/2T I #5 2 #s zoo 192 194 LIOOB IC -Om IT-4" orIL-IB/2T ONE 1 #5 2 1 #5 950 500 199 - 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 1+-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 ( 24" o.c.) suppporting Max. 18101bs. upldt Co Crete Anchors Per in ' Ma uracturers Specs 7 Poured Concrete or a_ concrete block wall 1/4"Max. a-s � s N � I \ � j Aluminum Panel 43 a.-- Size, i ses per manufacturer Q+-r O z vi• �a7 dd a z 1121f See Typical Stud Detail in N u � — °� VD VB" x 3/32" Wing Nut w/ e) O appropriate washer and spacing > per manuracturer's Details E QI 00 o `m - — .0G3" rmn flex a' .r� U ,J m N I = L Ile I � v' r 1 i i i I i .11115^ Stud Detall Poured Concrete or l Stud w/ Die Cast Zinc ars concrete block wal\ Nickel Plated wing Nut Concrete Anchors Per �. ' Manufacturers Specs I Flush Mounted Shutter Detail nts Aluminum Drip Edge t Fascla Flash and Counter flash Nail ledger to gable end truss with (21) IOd is at each web Aluminum Drip \ / Edge E Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood 12" framing with nails or staples to provide 2" X 6° Sub -Easel no lees than 1-3/4" penetration into horizontal wood framing and 3/4' penetration into vertical wood framing member& Kaycan full o vent vingl soffit installed long using 1/8" dia shank x 1.5" gale. die. head roofing nails with 3/8" per _ product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete 12" x 12" concrete column block construction block filled with concrete and (2) #1 bars vert, tied Varies - see Ian p #5 bar vert. w/ into lintels above thicken edge to 8"x8" 30" overlap with concrete and at each filled cell one 95 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of Sliding door recess. Top of footer 14" below finished floor Step per foundation plan �+ a Slope per foundation plan `r 4 Wood Base ssr_ Brace Gable and with 2" x 4" SYR #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSS ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) "\R-30 blown fiberglass in bottom chord of trusses 1, I/2" drywall with smooth finish Two rows of beam block filled with concrete p N and (U #5 bar Cont. in each row. Substitute o precast lintel filled with concrete and (U #5 m bar Cont. for bottom row over openings O «O 1/2" drywall over I" x furringg �e ?1-foll to strips at 14" o.c. with R4.1 insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 ) - and shall meet all pertaining ASTM codes. W Mortar to be Type "Mill only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R(.01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and () #S bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 14 R1\8 II—I��I--ills . Tgplcal Section at Front Forch ScA100 • 1/2" = 1'-()" N F- W Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HETA Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet 11 N BI BI BI o IL N _o L L L90BSill 0 BI r( LLO :- .� BI BI I � 12" BI L45 a e) x VA TED AIR O U rn �[ N Q) c 12 Q +' O — SLOP 4 H a a BI _ — __ to n FE B oruca �— Zzoo N o0 AOL E � z W (A ° N V ry C W a L3I BI Z Q N ~ I BI L45U7 W t 12 Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 BI 4 SLOPE 26 a. Sv screwiscrimp metal roofing Ith slahn attached to plywood deck using #9 x 1.5" g at 12" o.c. max soacina over ASTM M ype U laps fastened with rprribsion . deriagment insEallaird wlLn min. I Vale lops VnU ki en resistant tin caps and with 1.25" ring shank nails Bi !paced 6" o.c, at all laps and two sta gelled rows 12" o.c. in field. Attach sit ag r3n this sheet 22" x 54" 117:: I Attic Access L light W BI 1_31 l73\O I '5i � 1 I Z I \I I I D.H / i i \ i Bi cc O L31 5 1 8'-O" M X 481, I R7A1\ 1 Q W = L31 LU BI BI 12 SLOPE 4 BI L90B BI L90 N HETA 20 Simpson HETA 20 BI hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift I/II® Braden It Braden AIAf FA Wynne Building Corp. MODEL: Date Drawn Revisions : Sheet Comm # Architects - Planners 5-9-11 411 S.E. Coconut Avenue THE R O Y A L E GARAGE Drawn by: j[ 12 _ I O O Tel : (112) 281-8258 Fax : (112) 281-8283 LEFT C.C.U. Checked by: . �%®Nr Spanish Lakes E—mail: bradenalascomcast.net Stuart. FL 34996 #AAC000032 St. Lucie County Florida D.R.B. OF 5�� Hopi PANEL "An arc# Deeeription Wire Load BR Poles Poles BR Load Wire Description arc# 2 40 TO kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 5 L Range #L 12.0 kw 50 2 � 8 1 20 1.8 kw 912 Pump 9 10 Dr or 910 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave i5 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepte #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 Recepte #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts 0:12 20 1 1 20 1.92 kw 412. 21 2a Recapts 412 20 1 1 is #14 General Lighting 29 30 Recepts #12 20 1 1 15 414 General Lighting 31 32 Raoapts #12 20 1 - 1 15 914 General Lighting 33 34 Exterior GFCI #12 - 20 1 I is #14 General Lighting 35 36 Bathroom GFI 412 20 I - 1 20 #12 1 Smoke Detectors 31 38 General Lighting #14 15 I - 1 20 #12 Bathroom GPI 34 4o General Lighting #14 15 I share 41 42 s re PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq. ft.) Small Appliance. Clrcult(s), .. .......... ........I ................... Range ............................................. Refrigerator Microwave .............................................................. . Dish Washer. ................................................................. Clothes Washer .......................................... .... Clothes Dryer Water. Heater. .... Water Pump Garage, Door Opener , .. _ 1135 3 5,205 2 1,500 3.000 1 12.000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1.200 1,200 1 5,000 5,000 1 4,500 4,500 1 1.800 1,800 I 810 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10.000 Remainder 21,415 e40% 1 O 10,944 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Leend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Waterproof, ground fault interrupte Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector 42 Flood Light TQ Thermostat m Electrical Panel ® Central Vac Electrical Meter ® Smoke Detector Ceiling fan Qv Television Jack Telephone Jack A D[ac A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up i] Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: 139 CFM IOxlOx1 MAST�R BEDROOM 139 CFM IOxIOx1 B/A e, e, 12x12x10 I B/A ex4x4 - I PORCH I 143 CFM IOxlOx'l II Center R§gisters on calling ran I I I G R EIA RO(DIM Vent thruSoffif- 32 C\\FM 'III 1 C o . KITCHEN77 i2 „ I 144 CFM Q 12XLx1 18 CF 8x4x O aw A SEE MANUAL "J" and Energy Calculation for Unit info A/C disc. 150 #2/0 Aluminum feed AMP I 'h" Conduit Pcs ANEL Attic Accaw '� I with light L - - I W > 12x12x8 B/A 4" 0 Steel Bollard See detail on this sheet Q �1 µ- T I R_AJ� 150 Amp i Panel I L a\t II �� GARAGE II 11 gxq la 4I Clam 2d4z0 I I i -RppA1 LC a,17 1 i 1 1 I I I I I I ' I I I � I 12xl2x9 I i B/A I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. 4. ALL paddle fans shall be on a rheostat. AHu S. ALL bath and kitchen receptacles to be GPI protected. 2" PVC ( FPL L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except 9. Kitchen. Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RM1602 2• rigid crevice FPL Bars #6 copper wire to #5 writ. rebar in slab 10. A/C Refri erant lines that are run thru slabs must be sleeved in AVC ELECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical NTS contractor, the completed system shall be full operative. -Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, tee in J.and manufacturers recommendations which r inspections Including blower testing where equired. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be completely and effectively 15. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. l6. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one from closing sale of house. ordering. The contractor shall provide circuit routings to year suit the Job conditions. Correction of defects shall be completed without additional charge and shall Include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility and telebhone combanu. 25. Dryer Vents to be installed per FBC RM1502 163 CFM IOx1Ox1 DiNiNG ROOM THIRD BEDROOM 84 CFM IOxLx6 13 215 CFM 12x6x1 SECOND BEDROOM Vent thru MF.C�- /4 N CAL LAYOUT O= THERMOSTAT LOCATION SCALE: 1/,4" = I i - O " f:1 Exhaust Duct Thru Soffit. 4" Exhaust Duct Thru Wall LIP GFCI Install owlet under disci/" vN not shown or O r clarity L U AiC 0 c MASTER BEDROOM WP GFCI TV TV 1` PIORCH � I \ 1 \\ I ` I _-----__; GREIAT ROAM Simko / carbon I Monowde Detector Combo f - CLOPE I I C7 I ALQ II II GFCI DINING 1 I -\ t-4 \ I I R O O M GFC� GFCl/ \ GF I I / T1=1' N fro„31_211 1 3't2:'-------- �B 5 42"h GFC,11� - - - {��IjL�L 2" x S4" I I\ 1 tilt Aceees with light ---- I 4" 0 Steel Ballard -� \ See detail on this sheet ' Pull chain \ light in atticpc 150 Amp \ OPTIONAL PANEL Pa\ \LOCATION \ 42"h GFCl \GARAGE Garage Door Opener r----------------- i I I I I I I I I I I I I I 1 I 1 I I I I I I I I THIRD W BEDROOM - �� N I\#WI / �� ■� ..i II „1- lI .�PB P / ,If to caner \\ �YY S E C'ON-0- BEDROOM / I ' b ELECTRfC,4L PL/4N SCALE: 1/4" = i'-O" Attic Ventin Calculations FBC 2309.1 Total Attic Space = 248-1 sq. ft. Venting Ratio 1/150 = IL58 sq. ft. required Provide A Continuous Vented Soffit wP N a"\Center Post Light on O `ow This corner I QF� Post Light with cv v `m Photo CBIi � E> 0 a. Exhaust Duct Thru Soffit Wre For Front Post Light /71 Braden t Braden AI,A, FA Wwnne Budding Corp. MODEL: Date Drawn : Revisions : Sheet Comm # Architects - Planners 5-9-11 a 411 S.E. Coconut Avenue Tel (112) 281-8258 THE R O Y A L GARAGE Drawn u y` Ef Fax (112) 281-8283 E-mail: bradenaia5lcomcast.net Spanish Lakes LEST Checked by: 6 Stuart FL 3"4996 #AAC000032 St. Lucie Count Florida D.R_B_ I OF 5 11 j=LIFE SAFETY WARNING This I,symbol identifies Life Safety Warnings that should be read give special attention by all persons installing trusses. PAGING NOTE ALI `F'LJSSES ARE TO DE SET l 2'-0ON CENTER XCEF'T AS NOTED DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE STENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. Spanl,or less A 30' to 60' Span A � 60 degrees Spreader Bar or less 1/2 —� ' *span 0 9--Appro. 2/3 tom TCg Irle sp Oil approx. Line 1/2 of Span REFER TO BCSI REFER TO BCSI Truss ust he set this way If crane used. russ must be set this way if crone used. I tmsE e.ample, y;,.,• tr„ss may not mach. This is an example• truss may not match. mast a,.e operator sets truss this way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A .AFC F—IAIVE7DOI_EFR NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connectorTNailsbe as de tabs o schedule in engineeringe nails. package. Carried Truss HIP CARRIER LOCATED As DIMENSICNEa ON LArIXf! GwM�ER WITS rn TeEwro. uw sEE sTA•uvm a i ExclNEuu"o. —n«io xroc mi coRNEr yncKs L ONLY za• CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY EAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL ct C i ® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 14' 21' _ '116 N • t0 m ap mil m m co to o' 0 0 m fo Q N �Jcc CV J2 CV J2 J4 zo J4 J6 J6 GRC A6cc I A4 I A3 I I A2 I I � I Al Al I Al I I ` Al 13'1 IN Al I I I Al I I Al I Al I Al / A A 2 A of W O Y ~ N JA Q Q F- A rO J Lbw a �IjU Q Z A WVO m Q w_ A z�f- Z 0 A e N to " SETBACK BOSTON HIP TRUSS BH7 GRB J3 B i J1 B 11 N N h !q 7 7 � B ? I GRA I I I I •FOP �i9 /fie I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - c JC - JIGo J I c 04 — - — — — — —. — — — — — — — — — — — — — — 4 — — — — — — — — - e I I 4 15'-10" 5' 4" 2'-2` 9' 6" — 2" 35' GARAGE LE1=T GARAGE RIGHT The Architect's of Architect's representative's shop drawing approval is NOT a "double Check" of the contractor. The contractor shalt remain responsible for Checking field measurements and ether construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading an structure from gr�R ty and uplift leads and their restie 1live Facai* m n d Braden a,t,A .. FABRICATION AGREEMEN 7x "m cANm= w wrARreo uMrLTm Atflbrrw ww Thaw+d�w�dai.pop.rowt..a.rta..Ma�,mMe�c wld icsordMae atth eta tfnp plaoMfrrt tlepan Yyoy, un tada li pttrvlded by o.Mwed tint b CMiMa TttMs spit tan er tetdMebtrt aelees eW ro b•rAdlneu M W 1dwwlL•b Or t oe b linilnd clta.iete Ttye dl.r Iwe ewe. W � hays b r "r"""•�� � -- 76elowkW�tlbgnnY���dW�ale.madelA a pat, A$5D.M aP..@for ptl.r•Ai6ov�nolrfs.►rl.Ndai.m.ratirwdbyClnlo6«.TnM.. ' I. �l .I, . PURCHASE ORDER a Chaniera,Tnm d ns t.,it liaew a of r XOMinit. mowW 1. plvlw rbs M bem.ds on dd'- V EW pda Mil I Of n' dewy btala MI be mob d a mM d dab-bt dtaarr r btryer anal .°fit * p(f bdatad USOL The udWI%M d .P.r b py d.Titw iseaabb mi,jibroeroraOedtfehmathofPop 0 rottlaay nude•7-12%pRnardtaPAa trp�M�boaddedrorde fatpal"Ifh crone 4 elplw.. «balfiftnydrf. ondb drat aath4e epramtMab od /ante lrrell► W ti oerrtdefNe• d R7rMftbMe Tnw adertdbp tsadt for life fl ok" dte ttttdwWgried noatalbfl•rY a PD t when dw of airy mid d Irdahbtirms awed to holobere Thm ON oney reafrfty "OWN and the tmdwdetad'ee.n b pay Rob id�apiyMLbrae Ytd11dY10 amfiisya lom 9 deWR In ptrymwt for ttiW W be mode by 1M '1pbyIn its gfort of .try \Apelpti_ anambtp tlts.R.MfrM. tie fume kxnw d hMwadM r 8.1d l,Oob Cotetb FIM Ota PMtee flow fid dr 40 6 wnr br ntl wdi ad I 11. , Cwj*. wbe M. psr'Ndatd Stadad rod F9tlorm+atdsdCiitdafnsa 0n racarbdi�M \ lmlNYV~Ptn Coried.WoodTnwa IiSYRPWYRCA4_20pR"' • urn . •-� ply trusses must tie Tasmned mpetllar peron9�n9 • (wfory they tare set, ftwhHu a t0 do io can nlik"W root oonepw T:"Oorsry and permanent bruaft are rogldred and can am 9re and ProPer4/ and Ie tM rispatslblll4l of the b wa erector. StLdy the Wnterlte O%n m kwh4ed on en TdBea rrodbesetaW MINI Trim" must be sK plumb and egu!n Do riot'!ot bunlw or stack of p4rwoodr rootbl0 mdwW or any DaNOT SET TRUSSES USING THIS LL9E LAYOUT DELNI VM TRUSSES TO SI ?CHAMBERS TRUSS INC 3105 Oleander Avenue -- ...-. Fort Pierce; Florida 349U-5423 800-551-5932 - FoKFlee�e 712.486,2012 F�a�z��{ e7�7/`1��rt8e6e�*7'n11t . V�"n nYeP�t ! /lme.cY1� .IYMr 6 r l ice` , 92.0/93.2 M11FX 4.2 DESIGN CRITERIA County SAINT LUCIE ---- Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof TI Loading in PSF Roof R.D.L. ® Top Chord Live 20 c Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 ° TOTAL Load 37 7•2 m 13 I Duration Factor 1.25 is o Wind Speed 165mph v Top Chord C.B. Sheeting by builder. to Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12"1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W Q Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1/4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By:-Lll`1,112110113— Date:07/19/12 Revised:10115/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWINGS ARE AT-UCHED TO LAYOUT M 11324 cuNT -7y&19 9 d4& cc P�