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HomeMy WebLinkAboutBUILDING SITE PLANSMAR 2 7 Z019 ST, Lucie County, parr 12 4 1 SLOPE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11661.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood 6efBW6 with self sealing washer at 12" o.c. max spacing over ASTM D type 12) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck/to trusses using attachment detail on this sheet ` EGRES O.H. Finish Columns with COVERED 5/8" thick cut coral PORCH finished stucco bands ® 5/8" thick light textured stucco on typical concrete block construction zj; A - - - - - - -- Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5/8" thick x 8"W cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 RIGHT ELEVATION 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Being Doors, Overhead Doors, Sliding Doom, Windows k Skylights Opening Type NOAfFL NUMBER Product Model �( Manufacturer Glass Attachment method T� TT E rBpiration Date Design Pressure of Approved Tests 1,2,3 44 FLU 11499.2 Single Hung Series 185 Mi WIqdoves and dOOfa ipp. x gpeon a uuIi min6 en Llan eL mqz ram each corner and L me. thereerter thra Pgl T 6uck into ,did filled CMU wall mantmnmg min 2.5" edge dstarca in strict adherence to the Product a royal. ± LO psF A I1-1108.30 Overhead Garage Door Model 824/811 9'-4' max. width IV-O" max height DAB 6 s p5 "vwt T. aihr` x -MAW c . a ". h (n G ',xi�"gjagary�"l►r:ed'aa' "'r" m i °t °'ibm m inn d I. "ilea d tw - Gc to adhw" t,i p.od ct apprwa 10-9-21 + 50.0/-40.0 pap $ FLU I6L14.1 Fiberglass Design Pro/ ® smooth Pro Jeld-Wan Elco 1/4' dia. topcon with min 1.2 embedment at 3" ax from corners and n.5" o.c. max. t reafter in head ant wamba. + 50.0 PSF C FL# 15332.2 Sliding Glass g Door Series 420 Mi Windows end doors x q dd cons ne slice at max. PT Buck into ewli�nldl dpCMUswalRom�aintewa"wngn Zt5' adgsgdwtance in strict adherence to the product ap rovai. ± 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TT Ezpiration Dail Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion MI Windows and doors For CMu use (2) 1/4' x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" sell 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. By crimp metal roding attached to plywood deck using #9 x 1.5" wood screws with sell sealing washer at 12" o.c. max ,pacing over ASTM D (tupe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented vinyl T4 1 Kagcan Install using 2" x 2" battens at L" o.c. screwed to sofrit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0-12" dia- x I-S' long ring shank nails with S/8" dia- head - +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 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 ) 12 SLOPE 14 a.]M 001 5/ coral fir 2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at 14" O.C. base -board � 11 11 ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vx6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nts 71 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with sell' 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 deck to trusses using attachment detal on this sheet ao uu 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION stucco ban 12 c OPE 4 COVERED PORCH SCALE: 1/4" i'-0" Gulf Coast Suppiy and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 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 EGRESS FRONT ELEVATION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY '-n' = 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. 12 SLOPE 14 SCALE: 1/4" as 1'-0" '-10" = ALL, CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4.12 Internal Pressure Ceti Ic ent: ± 0.18 Subjeetabilitg to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone. 3'-4' Wind Speed: 165 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASC£ 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.LDL+0.4WL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.L pef Roof Zone. 2. +20.6/-51.0 pef Roof Zone: 3. +20.L/-84.0 pef 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/-40.3pef Shear Walls Considered for Structure? yes Continuous Load Path Provided? ygili. Are Components an Cladding Deta(r Provided? Yes Minimum Soil Bearing Pressure:2 500 psi, Presumptive. X By Test: psi SEE PRODUCT APPROVAL F R IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 I FLOOR DEAD LOAD: 10 pat JOB ADDRESS: 31 ECUADOR WAY 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE - Corner Zones Roof Zone 3 35'-O" FLOOR PLAN AREA CALCULATIONS CRASH POST DETAIL Livin A/C = 1I20 ft. TYPICAL MOTES: SCALE I/4" = I' -Oil 9 s q- N.T.s. = I. Contractor to verify ALL notes and dimensions prior to 34° high by Back Porch Total 210 s, ft. 4° diameter q proceeding With work. steel crash post. Floor Garage = 311 S ft. p g Flange with 4 - 3/8" Entrg 28 s ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts into g = q. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksr steel plate) Total Under Roof- 22�f5 sq. ft. a minimum IAOO P.S.I. fiber stress. `" Total Cubic Ft f 13,�f60 4. No dissimilar metals to touch. 2%2" 2%2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc,. to ° 2" VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' �3/e" �° 2%2" 6. Drywall at ceilings shall be leveled and attached to bottom chord 141, v �I of trusses with screws per FBC R�02.3.5. Attach buck to block wall with I h 2/2 114" dia. Elco conc screws with min. I 1. ALL wood in contact with concrete shall be pressure treated. ° ° 1 1/4" penetration at 12" o.c. max I 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. " and 4" max from each corner thru F VTR Exterior face 2 x AN PT Buck 2 9. ALL plumbing fixtures to be low flow. or wall arias ��� JAL 10. Contractor to Provide Drain at water heater in accordance ( I 1 with the current edition of the Florida PlumbingCode. 1 2" i Master 1 Lev. I 11. Contractor to Provide a 2'-8" wide door at one bathroom for as wood straws thru jamb ants' 4� i at each hinge and 15" o.c. max one 2• handicap accessibility requirements. 2h" 2/'" Detail at Door prior to door attachment Lev. I 12. Lowest finished floor to be set by Governing Building Department 6" NTS '' " i 2 VTR surve or to set in field.' �IL y INSTALL VULKEM BLOCK SEALANT j 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 2- SILL Door between garage and residence shall be 1-3/4"t 20 min. rated door NISTALLATIONRIOR TO BUCK shay. Kt sink Water Heater Install windows thru buck into 2- block block with 3/I4" tap -con with Kitchen 1 1/2" penetration at L" o.c. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 fromthereach corner nembsde„0.' q.o.eamax 16, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior race at head and sin per product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT s flux not less than 0,12 watt per square centimeter. Exposed foam plastic insulation Varies W.C. 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 Bath #2 s shop. 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I"x4" P.T. Buck nailed to C%O, C1002, CIO"41,C1111, C11-18, C1218, C1395, or C1394 and shall be installed with hails C,o.Detail at Windows a oinohardened To Septic according to the following: (FBC R102.3.5) 1" L" PT B k 1 d t Masonry Beam Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizin o trans for g p drywall Spacing Maximum installation of into wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080' dia. x 1 5/8" long with Walls Either IL" 8" IL" Direction 15/64" head OR Gypsum board nail 0.084" dia. x 1 5/84 with 4/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/9" long with 19/44" head OR 0.098" diameter x 13/8" long annular -ringed or Ad cooler nail e 0.092" dia.xR 1 1/8' long with Walls Direction IL 11 a 161.1/4" head OR 'sum board nail 0.0915" dia. x 1g-1/8" with 19/L4" head. x uc naie o NTsPLUI-IMINQJ RISER block with case hardened Wads prior to door attachment NTS Install SGD thru buck into block with 3/I6" tap -con with ".;: 1 1/2" penetration at AN o.c. max, from each corner and 20." o.c. max thereafter at head per product approval 1!W Use 3/I4" tap -con with 1 1/2" penetration at AN o.c, max. from each corner and 20" o.c. max thereafter at sill per product approval 7I" x AN P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, MasonryWall -A108.1, A118.1, A118.3, A136.1 and A131.1 20, Cement, fiber -cement or glass mat g psum backers in accordance With ASTM C1288, C1325, OR C1178 and installe I.A.W. manufacturers recommendations shall "Bottom "T ask' Typical Flooring =,.r" be used as backer for the wall tile in tub areas and Wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed 1 1/2 with penet/14"ration tap -con with Sliding I d 1 n D o o r D e t a i l ` penetration at AN ." max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 9 from each corner and 20" o.c" max shall have a flame spread index not to exceed 25 with an accompan in smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance w1tE�i ASTM E 84. At Masonry Wall NTS 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 D (type 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced AN 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 hurrica e a r at each truss 12 wrth (cho I�> lad x 1 1/2" Wads PRE-ENGINEERED TRUSSES ( 24' o.c.) supoptingorting Max. IBIOIbs. upli4 F at 24"o.c. TYPICAL \ (shop drawings by manufacturer) Aluminum Drip --- " Edge 4 Fascia \R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish 2" x L" Sub -Fascia Kageon full o vent vinyl sorlit installed using I/8' die shank x 1.5' long gely. roofing nails with 3/8" dia. head per product approval - see chart sheet #I Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel Filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R4,1 Pi -foil 5/8" thick light textured stucco on typical concrete block construction insulation on typical ON Block walls Ali drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R101.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) ° T m #5 bar vert. w/ 30' overlap at each filled cell Wood Base Fill cell with concrete and (i) #5 bar vert. (typical). Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR OxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated Fill Grade �II I1 III —I I�—I, I, ��i.— III 111 "' 14" x 14" Concrete footing 14" with (2) #5 bars cont, and #5 TYPICAL_ SECTION transverse bare at 48" o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Roue3h O en. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%" 54ka"x L3%;' Single Hung ZONE 4 2. L'-2%a"x V-3 %" 15" x 43 %;' Single Hung ZONE 4 3, 2'-2' x V-2%2" 21Y2"x 38%" Single Hung ZONE 4 4, V-1" x 5'-3%:' 38' x L3'/," Single Hung ZONE 4 5, 4'-5%"x 4'-2i." 1 54'/1'x 54V 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 a 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 V-8" 41"%" x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-8" 14" x 81 %2" r' eN [Sliding Glass Door ZONE 4 D 2'-O" X L'-8' Solid Core - Wood - L-Panel-BrFold Finished 24' x 81 %' E 2'-L" X V-8" solid Core - Wood - L-Panel In 5'-0" X 6'-8" Solid Core - Wood - L-Panel - BI-Fold G 2'-8' x L'-8" x 13," Solid Core Wood, Steel, or Masonite Door H 2'-8" X L'-8" Solid Core - Wood - L-Panel J X-0 X V-8' Solid Core - Wood - I. -Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 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 manufacturers specs prior to construction Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 21'-0" 1 - of 14'-0 " N ATIO/SLAB 3'-loy2° 0 12" x 12" Concrete column block filled with concrete and ° (2) #1 bars vert. tied into i lintels above PORCH WIRE LATH 4 STUCCO CEILING 0 00 °I I I I lei T I 4 I 8'-0" to 9' 18" A.F.F. Vaulted Ceding I I I o EGRESS 3'-IOY2" MASTER BEDROOM 8'-0" A.F.F. ao Flat Ceding 12'-81, Vanity to be 34 i2"high \ r Rod 4 Shelf GREAT ROOMI N N I in ° I o 2" x L" knee -wall below counter top 'n I LOSE I �I s" O[L --- , ad 4 Shelf DINING ROOM- -O" to T-8" A.F.F. 141" HIGH WALL ° Vaulted Ceding I " ° I 0 I I 8'-0" A.F.F. OL m ° THIRD ° BEDROOM W _= Flat Ceiling ° t7 ® m SECOND BEDROOM 8'-0" A.F.F. Flat Ceiling EGRESS 1-1/2" OVE HANG Flat Ceiling —\------K-ItCHEN Upper cabinets to extend over Ref< 91 C EN 22' x 54' Attic Access R-II Batts In atian with light I "\-4"0 Steel Ballard Provide auto See detail on this sheet closer- E GARAGE o 8'-4" A.F.F. Flat Ceding F-----------------� jBlock wall in ___,___1 I garage to be 1 I struck block I I I I I I I I I I I I I I I C.C.U. Ncj 12-s-a4 2'-2,1 91_LII 2,-2„ T-81I 21_811 31-4II 91-01, 3,-4" 5'-40, 35'-O" Wynne Building Corp. THE ROYALE Spanish Lakes 31 Ecuador St. Lucie County Florida MODEL: Date Drawn Revisions 2-24-19 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.S_ 0 N O A/C Sheet 2. OF 5 O O r Comm # I9-41 .J I I\ U L. I l.# rN, t-0% L I N L/ I L__ %mJ I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN, 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 30-1 STEEL. II. 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. 12, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. Ili. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction, 2. Contractor shall be responsible for verification of all notation and dimensions before 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. V erif g all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to q'—ll" and Provide (3) filled cells On each side of openings from 10'-0" and up Contractor to see plans for ang 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 Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-1� and A-35 specifications. ALL Anchors to be A-301 steel. `l. 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/SEE TYPICAL 30" overlap ECTIONS at each filled cell �� 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Vraqueen over clean compacted termite treated fill Grade 1111 I I IIII— 14"111 x 14"d concrete monolithic footing with (2) #5 bars cost. 14" I) TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per foundation plan Ll 10" (2) #5 bars cant. bottom steel 12"' /% DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer 16" below finished floor SCALE 1/2" = I'-O" Verify house slab height in field 30"x30"xW' concrete column footing with (4) #5 bars each way SCALE: 1/4" = I' —Olt FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 160D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Qth With With Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-On Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE co r PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-5" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Vx6" #10/10 WWM on 10 mil Visqueen over #5 bar i curbssr clean compacted termite treated fill O'-O" a F.F. Grade —i i III i i— 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j 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 �TcJ IN PERMIT INFO BOX ON SHEET #I. 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 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location l .ii•°t 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 t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 iB E-mail: bradenaiascomcast.net 0 0 r O i 0 H.B. ---4 — —— 21'-O" 1 _U, 1 14'-0" _ 12" x 12" Concrete column ,� 0A T 10 / S L A block filled with concrete and 11`Kf (2) #1 bars vert. tied into lintels above— " 8 Filled cell and girder abo, I LLI Rear Porch Slab to (L be poured separatelg from House Slab. I N I � r ---- FI r-- Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" III it I I II I I I I FI I I I C" J IJU °° I I I I Li_i_i_i_IUIUI I IL I FI I 4 FI L� I o n r J Thicken footing to I O 24% x 14"d x 24"L I under filled cell 1 under girder bearing. J FI I I I I I I I I 4" concrete slab with fibermesh OR % H.B. 6"x6" 410/10 WWM on 6 mil Visqueen over c) e' clean compacted termite treated fill O ku ' c�1[C FI I I to F- I Ip I FI I a « I U, [� p " an IRV I I Steel Ballard I _ See detail on this sheet I I I 4" concrete slab with Fibermesh OR 1vx4sf 410/10 WWM on 6 mil Visqueen uVer I clean compacted termite treated fill o I' I 12 I i UJ I- II � I 01 o I IZ 10 5 ® I � w ° ° Me 1.5" Recess for Garage Door I 2'-2" 9'-6" T-2" T-8" al T-8" 1 3'-6" 1 9'-01, 13'-10" 5'-4" 15'-10" Wunne Building Corp. T IE ROYALS Spanish Lakes 31 Ecuador St. Lucie County Florida MODEL: Date Drawn : Revisions 2-26-19 GARAGE Drawn bg: RIGHT C.C.U. Checked bg: D.R.B. O I v Sheet 3. OF 5 Comm # 19-41 R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min, 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit Info box on t�ese plans for zone 3 Ke Area Edge Field Fastener Pre sure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 76 psf Zone 3 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 hox on these plans For zone 3 Concrete / Lintel Column Verify with Plan Rebar 48 Bar Dla. Min. Overlap Provide #5 bare with mm. 48 bar diameter* overlap into beam. Tie filled cell steel into continuous beam block steel, Provide Cast -Crete = �r-. 8u8-OB/OT precast `-Z _ lintel set in mortar _ Min. 8" Bearing - - -�- 12"x 12" Colymn Block Rebar to Lintel Attdchment NTS Provide tt5 bar eat in pre -cast ROOF F A N Scale : 1/2" = I'-O" lintel into beam where length of L L the opening calla for it. — O L 1 i— O n I 17 d 11 PT Buck 4" Pre -cast Sill \ ver angs at un ass — Roof pitch at 4:12 unless of erwise note on t is seat otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — An 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 _ to construction for layout and uplift verification Poured Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construca< N Provide #5 bare with min, 48 bar diameters overlap in filled cell. Tie 24 r W died cell steel into continuous rooter steel. C Ma Poured Concrete or/ creto Anchors Per uracturers Specs concrete block ad,/ ,I/4'Mex Concrete Footing fsee factor schedule exact sizes) DETAIL AT WINDOW OPENING,, IN CBS WALL Scale: 1/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockin_g to Vert. lag of truss with IOd x 1.5 naps at 4" D.C. Install Simpson MGT into wall usin 6/8" dia. threaded rod set min. 11' into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING, TER SEARING 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 Type 2 felt paper using 8d Halls. Substrate�� to be ge& with CDX Plywood nailed in L' zeds in field and edges with IOd ring shank nails into studs. \ Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and 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 deck to trusses using attachment detail on this sheet Additional bare Precast. Lin at " uB" #5 Lintel Bar Clear u CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-61, 2.#3 none 3'-6" 3'-4" 2'-2" 2,43 none BPS-OB/IT BF8-IB/1T 8FB-I5/2T ddluonel 4'-0" 3'-10" 2'-8" 2 43 none #5 bars CLEAN 3'-2" 2,1f3 none me Row of "H° lock Above .: so ";'f:,: ".' :r 5'-4" 5'-2" 4'-O" 2,#3 none �''`'�` .,f, Precast Lintel ��,\• `'"• � 5'-10" 5'-8° 4'-6" 2134 none i ::7: i L=`"'' Additional )) c-6" 6'-4" 5'-4" 2,44 none #5 bars 1 1 1'-01, 6'-2" 2,45 none BFIL-IB/IT BFIL-I15l21' 8'-4" T-10" T-O" 1 2,#6 none NOTES: I. min. coverage or steel=l.5" 2. min, bearing required * ea. end=8" ALL reinforcing steel is grade 40, 3. standard for reinf. steel—ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Ramos of aH" Block AbOVe " " Bottom Steal Size Tap Steal size Max. Gravity Load (PLF) Max, it Load (PLP) Max Lateral Load (PLF) L22 T-2" V-L' 8P8-OSAT I 1 #5 3064 1 1549 1024 L31 -�� 4'-O' 8F8-OB/IT 1 85 256I 1363 169 L49 4'-5" W-10' SF8-OSAT 1 #5 1105 909 339 L50 5'-0' L'-La SPS-OSAT 1 #5 1238 836 121 LLO L'-8" T-V 8PS-OBAT I #6 1011 121 534 L80 8'-0' T-4" 8P8-IB/2T I #5 2 #6 152 Sol] 512 L90 T-ON 10'-La 8P8-I5/2T 1 #5 1 2 1 #S L43 1 630 401 L90B T-O" 10'-La SPIL-I13/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-O" ll'-4" 8F8-I13/2T I #5 2 #5 682 444 152 LIOOB 10'-0' II'-4" eFIL-IB/2T ONE I #S 2 #5 1366 1028 462 L120 IT -ON 13'-4" 8P8-I15/21' 1 #5 2 #5 411 428 324 L120B 12'-O" 13'-40 BFI6-I13/21` ONE I $5 2 $5 1015 110 $24 LI40 1 14'-0" 1 15'-4" SFIL-I8/2T ONE 1 11:5 2 #S 1 1250 609 1 259 LILO IL'-O" IT-4' BPS-IB/2T I 1 #5 1 2 1 #5 1 300 1 192 1 194 L140B IL'-O" 11'-4' 1 8FIL-I15/2T ONE I I #5 1 2 1 #5 1 950 1 600 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. Simpson HETA 20 or equal hurt a anc or at each truse with f�a> W x I I/2" nails — ( 24" o.cJ supporting Max. IBIOIbs, uplift Aluminum Dnp _ Edge t Fasem 12" 2" X 6" Kagcan full o vent vmgl soffit metalled usingI/e" dia shank x 1.5" long gaiv. rooing pads with 3/8' dia. head per product approval —see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars wart, tie into lintels above thicken edge to 8"x8' with concrete and one tt5 bar continuous BEYOND 12 4 1/2" Aluminum Drip Edge 4 Fascia Pared Concrat concrete block i Concrete : Manufacture P Flash and Counter ' f lash Nail ledger to uss gable and tr with (2) IOd its at each web hi —rib lath vertical wood r to provide ration into 3/4' penatration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Top of footer IL" below finished floor Step per foundation plan e a slope per foundation plan r 1111 1111 lid, '110� - 19 Mounted Shutter Detai lcal S G C-Co n d) Aluminum Panel N Sizes per manuracturer '� x — Sae Topical Stud Detail L O� m 1/8' x 3/32" Wing Nut w/ ,r 0 appropriate washer and spacing �l `o par manurnaturer's Details a d 3 .0x3, W L n- 9 N .orr N a U a a '° o O nnn N (a ` - ury I X Stud Detail Stud w/ Die Cast Zinc Nta Nickel Plated Wing Not O yr C14 4 2 Lu nts Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRL a 24"o.c. TYPICAL ( shop drawings by manufacturer ) �R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at 16" O.C. with R4.1 ?I -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned tier FBC R601.1 and Mortar joints shall comply with FBC R601.2_I_ Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert_ (typical). -Max. apGang shall not exceed 48" unlas3 otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"x6" #10/10 WWM on L mil Visqueen over /clean compacted termite treated fill IIll-11 i:.. FI at Front ' or c Scale : 1/2" = 1'-0" Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" die. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to ( 24 O.G.) suppporting Max. truss leg per detail on this sheet ETA 20 1810 lbs, uplift 00 P00 ie I IVA PjAr I PIP NE I FAd 11 MEN we IN ETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 Ibs. uplift u) N x +J q Oq m H� as a _-C to N V NR pa E_ W NU N PANEL "Ail Poles BR Lewd Wire Description circa area Description Wire Load BR Poles 2 40 1.0 kw a8 A/C comp 1 2 AHU a10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range U 12.0 kw 50 2 � e 1 20 1.8 kw #12 Pump 9 10 Dr er a10 5.0 kw I 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher a12 1.2 kw 20 1 1 20 1.5 kw 912 Microwave 15 It, Refrigerator a12 1.2 kw 20 I 1 20 1.5 kw 412 Kitchen S.A.C. 1-1 Is Recepts #I2 20 1 I 20 1.5 kw ><I2 Kitchen S.A.C. 19 20 Recapts a12 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 Recepts a12 20 1 1 20 0.81 kw s12 Garage Door Opener 23 24 Recepts 812 20 1 1 20 1.4 kw a12 25 26 Recepts all 20 1 1 20 1.92 kw a12 2'1 28 Recepta all 20 1 I 15 a14 General Lighting 29 30 Recepts a12 - 20 1 1 15 a14 General Lighting 31 32 Recepts a12 - 20 1 1 15 u14 General Lighting 33 34 Exterior GFCI a12 - 20 1 I 15 s14 1 General Lighting 1 35 36 Bathroom GFI u12 - 20 I 1 20 #12 smoke Detectors 31 381 General Lighting u14 15 1 - 1 20 #12 Bathroom GFI 39 40 1 General Lighting al4 15 I s are Al 42 a are PANEL "A" LOAD CALCULATION SHEET Load Description of . Watts Total(Watts) General Lighting..(3 watts ,aq Pt) Small .A.ppliance, Circuit(s). Range,.,,,. „ ................. ............ .. .. ...... .. Refri.9erator.......................... ...... ...... Microwave...Y. ............................................... .......... Dish.Washer................................................... Clothes.,Washer............................................... Water. Heater Water Pump . , . .Garage, Door. Opener,., ...... .......... 1135 3 8 205 2 1,500 000 1 12,000 12,000 1 1,200 1200 1 1500 1500 1 1200 1200 1 1200 1,200 1 5,000 5,000 1 4,500 14500 1 1,800 1800 1 810 810 Total Watts 39.415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 e65% 110,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps S mbol Legend JElectrical SinglePole Switch ® Recessed Can Light Double Pole Switch ® Egeball Recessed Push Button Switch .ism Exhaust Fan Duplex Outlet Ceiling Mounted Light •0 Spacial Receptacle o- Wall Mounted Light Waterproof, ground fault Interrupter= Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-m-1 Carbon Monoxide Detector Flood Light T Thermostat ® Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑I Telephone Jack A pi A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hoot -Up Intercom Opt. PATIO/SLAB PORCH 1 I 143 CFM IOxIOx1 Center) Registersce on Iihng Pan I I 1 ,EAT OM 139 CFM IOXIOxl M STER B EJD ROOM 139 CFM IOxlOx1 163 CFM IOXIOxl 12xIB/A Vent thru ---Soffit DINING ROOM THIRD BEDROOM 84 CFM 1ox6x6 Vent �thru - f Exi- = JUNCTION BOX TO SUPPORT A FAN A/C disc. - - - - - - O = THERMOSTAT LOCATION B/A =Balanced Air ISO u2/O Alismnum Peed ricM e 215 CF Electric Notes: Ih Condst PANEL 12CF I. Use copper wire onlgg no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verlf y location of electrical TE SECOND service and provider. 4. ALL bpaddle fans shall be on a rheostat. AHu BEDROOM S. ALL ath and kitchen receptacles to be GFI protected. 2 PVC (FPL)-� 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except 9. Kitchen, Bathrooms, and Garage. A/C Return Air Balance Must comply w/ FBC RM1402 r rigid service PPL Bato r7g6ec t°p .dew' a slab 10. A RefriAVC lines that are run thru slabs must be sleeved ed 1n PVC C T R I C,ot L RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical -Contractor shall use AL-CU Lending lugs. NTS contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, testing, and manufacturers recommendations which inspections including blower testing where required. 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 effectivelg 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. IL. 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 ordering. The contractor shall provide circuit routings to year from closing sale of house. 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 bg others. I-T. 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 25. Dryer Vents to be installed per FBC RM1502 and telephone company. 12xl2x8 B/A I 1 I � 16" I I I� II 2rOo0 j f , I 0e:Ind 1 I I 1 1 F-, / ICJ 12x12x9 B/A / o 12° ITCHEN e 1 144 CFM 12xbx1 R L- 41 xUFM oil e22" W.H x 54• I Il Attic Access Sit,fight - J \_4"(Ii Steel Ballard See detail on this sheet 150 Amp Panel GARAGE f-----------------� I I I I I I I I I I I I I I I I I I I I I I I I MEC�{ /4`1ICAL LAYOUT Oin LOCATION SCALE: 1/4" - 1'-0 " Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : BFax (112) 281-8258 : (112) 281-8283 E-mail: bradenaiascomcast.net SEE MANUAL "J" and Energy Calculation for Unit into Exhaust Duct Thru Soffit N0S ,tAGWpE Opt. PATIO/SLAB / \ i } , WP GFCI 77\I FV F0RC� I I � V / I I GRF,AT ROOM Smoke / Carbon �O Monoxide Detector Combo I I II II 11 DINING I GFCI ROOM THIRD BEDROOM �N \ I C Ov_ . W It N Wire F � , Front Post Light 0 CI 1v Center Post Light on X a This corner WP �SBCC�ND BEDRIOOM I Winne Building Corp. W wo a �w > m Post Light with v_ e �hoto cell wo THE ROYALS Spanish Lakes 31 Ecuador St. Lucie County Florida n MASTER BEDROOM / / j^ n "~ \ - / G CI 1 12 MODEL: GARAGE RIGHT 1 1 2"h GFCl Py 2: x 54" Attic Acce I I with fight 1 �4"0 Steel Ballard I See detail on this sheet Pull chain / I Pc fight In attic LOPTIONAL PANEL / / I5gl Amp LOCATION / anel 42"h GFCI / GARAGE// Garage I[/ Door /VIJj J> Opener f-----------------� I I I I I I I I I I I I I I I I I I I I I I I I N N N Exhaust Duct -.T-hrn Soffit f4" Exhaust Duct Thru Wall wP GPcI Install disct rn under disc. O not shown for clarity A/C ELECTRICAL PLAN SCALE: 1/4" = 1'-011 FBC 230 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = IL58 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 2-24-19 Drawn bg: C.C.U. Checked bg: D.R.B. Sheet E - I OF 5 Comm # I9-4i A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. _SPACING NOTE AC_ TRUSSES ARE TO BE SET AT 2.-0: ON CENTER EXGEP` AS NOTED M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A 30' Span* less A 30 degrees or less 1 z To _ine spar o?p ox. REFER TO BCSI ?rose ,at be set this way If crane used. ruts I5 an example, You, truss mi, not match. Insist cane operator sets truss this wcy- 30' to 60' Span A Spreader Bar if-9 4__ APprox 2/3 to_i 'ne 1/2 of Span REFER TO BCSI ass must be set this way if crane used. This Is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. AI F? "A IV lL1=FZ " all "TIll 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/connector schedule in engineering package. HIP CARRIER LCCATEO AS DIMENSIONED ON LAYOUT Cai JAGNS IE T". aU, NOT REVELED. dw RessTANonnG a ENGINEERING. n3o 24'0 C. THRU CORNER JAKCS I. 24•.I'.16•� ONLY CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES i SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL c t` ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I 14' 21' 2 -116' 2 -11 g" N V fO W t0 m oa m m m m m c0 m t0 O N e N J2 FV J2 J4 aD J4 0 J6 J6 GRC A6 A4 I A3 I I A2 I I Al Al I Al GO V N Al 13'-72" /121 21N . Al I I Al I I <V Al to Al I Al O - - - - A A 2 A W to O F- N Ll_ A H QQI- A W J a. �WU = QZ o A H U co m Q W A Z Z O A to (714 to A T SETBACK BOSTON HIP TRUSS i 17 BH7 I GRB J3 y ,O � g J1 B C] N In to N N h N N -� —! B 0 GRA I I - in lei -------------------------------b JC in JC i I (V I I fV fV I I � fV - I- - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - - - - B 1'84' T-84" 15'-10" 6-4" 2'-2" 9'-6" 2'-2" 35' GARAGE LEFT zr, 21' 14' 1 116" N V aJ m m D7 m oa m m ap c0 m m r0 V N N J2 iV J2 J4 60 'M o J6 'f✓� ��,b JB GRC OD I AS I A4 I I A3 I I I I � Al I Al ao Al N 121 IN 13'-71" Al I I I Al Al Al 64 I � I Al Al Alt A 2 A W to O H N UL A QQF- wJa 71 A �IjU _ QZ FUD A w- Z Z A O � 9 A CV A 7' SETBACK BOSTON HIP TRUSS BH7 i. GRB 22 N B ro io .(V ` J3 s B J1 N LO N N N N Ln N t+J B GRA I O � Ira. U) 9 O JC JC - I I N N e - -+-------------------------- 1'-84" 1'-84" 2'-2" 9'-6" 2'1 5'-4" 15'-10" 35' N GARAGE RIGHT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 6 RETURNED The Iepal description of the property where the Weeae will be Instelld Is: - 1: Trusses wilt be meda In strid accordance with (tile Wsa placement diagram layout, which is the Dole outho; for determining Coe fabdcetlon of the trusses, 2,NI dlmenebns at this layout have bean vedged by the undersigtid. .3, Unll wrhtan notoe is provided by certiDad mail to Chembere Truss within tan (t D) drys of delivery the undersigned agrees thel no beckcha/ges will be allowed. within event etrbe written notice la furnished Chambare Trues shall have three (3) bueJnasa days In which a4DTh ondel relpdacknow edpestlre�lip a BCSIs1-03Caummery hdeet by TPI8 WTCA. delivery CharnbereJTruee heaob she, t the Boot euthorfly to determ a the ul loll of the Job alto tle o of er poabu is of the Job she for delivery, Chambers Truss will ba responsible for dump delivery only. The buyer b responsible for additional delMery expenses fl Chambers Trues has to redellver cause Job she Is not propared for delivery w buyer la not prepared for delivery of trusses, Buyer Is responsible to Chembere Trues for towlnp wale due to she wndltiona; S. Price as shown In paregrsph 7 below la subJed to change H any changes ere, made In thle layout. A abD per hour fee fir reWDlons may be charged by Chambers Truss. gr manta a PURCHASE ORDER to Chambers, Trues of the sum agreed to or If no; agreement a reaoonable price, Invoice will ba made on delivery end peld within Canna of net on delivery. Invoice may be made at schduled date of delivery If buyer cannot accepF delhrery of tebdcatd hll9aea. The undersigned agrees to pay Chambem.Tfuss reasonable ehomoy'a fee for collectlbne In event of payment not timely made. mil %per month sefv,Jce ch li will be added for ell sums not Idwithinterms, S. Signature or InitieIs a on this sheet oc itute8 agreement to ell terms herein. 9: In wne deretlon of Chambers Truss extending «edit for this material the undersigned unconditional ty guarantees payment when due of any and all Indebtedness owed to Chum to Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness including ettomay3 fees, B default In payment for material be made by the redpiem. . 10. In the avant of any litigation concerning this agreement, the Items furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such edlon will be Saint lGole County, Florida. 11. Design responsibilities are per "National Standard And Retxrmmended Guidelines On 2aeponslbllltlTs For ConsWctlon Using Metal Plate Connected Wood Trusses UJSI/TPVWTCA4-2002' - FOR TITLE - , -- Multiple ply trusses must be fastened together per engineering before they are set, (allure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on dellvery before setting trusses. Tnaaes mustbesetand txaoad pe:dtrslgn m �dtrlJlayB damage. Trusses must beset plumb and square Do not set bunks or stack of plywood, roofing material or any other coiittentwted loads on trusses, this can cause collapse. Dil NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITFt TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce; Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 771465-8711 Vero Beach T72-569.2012 Stuart '772-286-3302 ' ..,_� m..,. ruau12cocron4S CAM . o " The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking hold measurements and I other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gr ty and uplift loads and their re a ti-e location Approved Dale:- _ __ OFF'----------JJtI Braden S. Braden A.I.A. P.A, 92.0/93.2 MITEK 4.2I. - DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 3 I col ' Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Roof w ` o ` Loading in PSF Roof R.D.L. �I ITop p Chord Live 20 °' To Chord Dead 7 4.2 0 ` ` Bottom Chord Live 10 Non -Concurrent 9 w� Bottom Chord Dead 10 3 d TOTAL Load 37 7.2 0 to Duration Factor 1.25 H In Wind Speed 165mph Top Chord C.B. Sheeting by builder. U Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H a 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1/4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07/19/12 Revised:03/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D _ PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 75 g 5 M11324 3-� l