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Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. 5 dv crimp metal roofing attached to plywood deck using #q x 1.5" woo 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 \ 5/8" thick light textured 12 stucco On typical concrete 11 SLOPE block construction 12" .H. COVERED PORCH O O 3 Finish Columns with 5/8" thick x 5% cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATiON Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 L" o.c, at all laps and two sta�gered rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet ELEVATION DOTES: 2" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plywood deck using u9 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 --� 12 4 1 SLOPE, MIS", IN 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction Overhangs at 1'-0" unless otherwise noted on Roof Flan Roof pitch at 4:12 unless otherwise noted ,Ang changes to this plan shall be submitted to the architect for approval In uurlting prior to starting construction. Return ALL Stucco Bands Into Window or Door. 12 SLOPE 14 EGRES PER D, 3 3 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete RIGHT ELEVATION block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows k Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JEST EISiTration Date Design Pressure of Approved Teats 1,2,3 t4 FLU 114g9.2 Single Hun 9 9 Series 185 Mi Windows and doors i x aycona wiy miq pCn LatLon at ma roe each corner end i o. in thereedge through T Buck mho solid rated emu wall maintaining inn 2.5" edge distance m strict adherence to the roduct epprova4 ± 60 psf A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width W-O" max height DAB x t. "n`nt. " With With a8 sr v.n. me air x c Nnei HLC Slave anehurs at 6' a.c. h L�5 da. warhan. rnfi .a r wg. aistenea. Instal traek eo Mek m vie x it m thud lay renew. in ..e b ack.t .amtemme I R or 1.6' s.Nr .das distance - GC to soictia adhae to product apprwal roved. 1/li' 01nnat aan Pals whets. 10-9-21 + 50.0/-60.0 sf p $ FLU 14914.1 Fiberglass Cmagnooth Pro/ Jeld-Wen Elco 1/4" dia- tapcon with min 1.25" embedment at 3' max from corners and IT.S' o.c. max thereafter in head and samba. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI Windows and doors . x �1p cone w 1ir1� yenetratron at L max. roe sacgt corner and l" 0 al double roe thereafter through PT Bwk into said filled CMU wall maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ex Spira tion Date Design Pressure of Approved Teats 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) 410 x 1.25" self tapping writes per clip as shown in product approval. + 118.q PSF _ Roof FLU 116S1.12 5V CfIIT p Metal Roofing Gulf Coast Supply and manufacturing 26 ga. 5v cnnp metal roofing attached to plywood deck using tt9 x L5" wood screws With salt sealing washer at 12` o.c. max spacing over ASTM D Itgpe 2) 30 lb felt underlayment Installed with min. 4 aide 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 stagggered rows 12` o.c. in field. Attach deck to trusses using attachment detal on roof plan - 108.6 PSF Siding Stucco on Block - Kagcan Global Protection, Products LLC Soffit FLU 121981.3 Model T4 12" vented Vinyl Soffit [retail using 2" x T' battens at 6' o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using / +55.0/-35.0 PSF Hurricane Panels Flu 15016.2 24 Gauge Storm Panels Install using 1/2' do. solid set lead anchors with 1/4" dia.-20 x 1.5" loong55 s newbotheom aad c mbo. withNeoprene the washer at 12 1/2' o.c. ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" 5/8" thick x 8"w cut / coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W, o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 1"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearina Partition Braden it Braden AI A, FA Architects - Planners III S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalaOcomcast.net Stuart. FL 34994 UAACOO0032 12 4 1 SLOPE nts Wgnne Building Corp. Spanish Lakes St. Lucie County Florida (4D File Copy OF CONCEALED FASTENERS OR ATTACHMEN ARE THE RESPONSIBILIii' OF THE CONTRAOTOR OF RECORD TERMITE TREATMENT REQUIRED ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED H- f HESE PLANS AND ALL PROPOSEDIRK ARE SUBJECT TO ANY CORRECTIl COVERED REQUIRED BY. FIELD INSPECTORST., PORCH MAY,. BCjNECESSARY IN. QRDER:P1 l;`(-wrrH'Ail 1iiPPLIQA8� 0'-0" = Finished Floor Ah REAR ELEVATION FRONT ELEVATiON SCALE: 1/4" - 1'-0" 4!\D rz,",s..-_- INSPECTION'"LL BE Sr r" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of IS lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: l�l�'-p " Roof Pitch: 4:12 Internal Pressure Coef icent: ±0.18 Subjectabditg to damage from: Weathering: Negliclible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; OA.DL+0.640L Components # Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20,4/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width; 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: ++35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door; +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Det s Provided? Yea Minimum Soil Bearing Pressure; 2,500 psi. Presumptive: X By 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: -±S- per FLOOR DEAD LOAD: 1O par JOB ADDRESS: n'�/' �.t�wLc Model: Date Drawn : Revisions 4-25-14 1-21-16 Product REAR Drawn by: Approval Revision PORCH C.C.U. 4-4-11 Plan review LEFT Checked by: D.iR.B. ITCH 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet OF 5 Comm tt l5-158 11w O O Ror steelecess top plort ate �6h 3/e"d � r n II see detmisonpthis sheet CRASH POST DE TYPICAL NOTES: SCALE 1/4" I. Contractor to verify ALL notes and dimensions prior to steel el crash high by �" diameter stepost. Floor proceeding With work. Flange with l - to 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 1 a(3/ bolts 'nt° slab (3/8"t 50 ksI steel plate) 3. ALL Lumber to be used aS Beam, Rafters, etc_., to have a minimum 1,400 P.S.I. fiber Stress. L 4. No dissimilar metals to touch. 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 °/I-hn,D N.7.S. Steel countertop support angle Install 6" from each end and - one in center of counter. see angle detail 1/2" drywall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at IL" o.c. 2" x 8" PT wood plate shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 113/e' 2r2 KITCHEN ISLAND FRAMING DETAIL 6. Drywall at ceilings shall be leveled and attached to bottom chord 2y2" Attach buck to block wall with of trusses With screws per FBC R702.3.5. 0 0- I// die. etr conic screws with min. -1. ALL wood in contact with concrete shall be pressure treated. I i/4" enetration at 12" oc max 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. h" r2" 12. Lowest finished floor to be set by Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15_ Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9J 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 dock or on the attic walls shall comply t f b f code edition and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall I arias it I #8 Wood screws thru jamb into buck at each hinge and 15" o,c. max and Detail at D OOr prior to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c, max thereafter at jambe and 20' o.c. max. Exterior face at head and sill per product approval of wall � / \ Buck to be I" x 4" PT with F.B.C. R31io - see perm, in o ox o 18. Gyypsum board material shall conform to ASTM C�6, C19, C415, C514, C00, C931 1 x4" P.T. Buck nailed to C9LO, C1002, C1047,C11l-i, CIIIS, C1218, C1395, or C1396 and shall be installed lock with case hardened nails Detail at WIndOWS prior with window attachment according to the following: (FBC R102.3.5) 1" x 6" PT Buck nailed to Masonry Beam NTS Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceilin 9 Perpendicular 24" 1" 121, 13ga 1 3/8 icing with 19/6"4" head 0.098" dmmRtRr x 1 1/4" long annular -ringed &r 5d cooler nail I /2 OR 0.080" di . x 1 6/8" long with Either 16" e" Ili° Walls Direction IS/L4" head OR Gypsum board nail 0.084" dis. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail „ % OR 0.092" din. x 1 1/8" long with Either 16" all 1L' Walls Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 1 1/8,, with 19/64" head. block with case hardened nails prior to door attachment Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at head per product approval p 0 0 U§e 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, /2 ry Masonry Wall A108.1, A118.1, A118.3, A136.1 and A13-1.1 177n 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 Bottom Track Typical Flooring be used as backer for the wall the 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 block with penetration tap -con with I I/2" penetration at 6" o.c. max. within floor -telling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S 11 d I n g D OOrDetail from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyfng smoke thereafter at Jambs per product approval Jamb developed Index not to exceed 450 when tested in accordance with RSTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451-12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 Ili felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tstain caps and with 1.25" ring shank nails ws deck t o trusses using laitachments and odetaI ongered Isred ro shws eet o.c. \ In field. Attach Simpson HETA 20 or equal hurricane anchor at each truss 12 With (10) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL 18101be. uplift (shop drawings by manufacturer) ncm Aluminum Drip R-30 blown fiberglass Edge It Fascia n bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute n Pull o vent vngl soffit installed precast lintel filled with concrete and (1) #5 Kaycai using die shank 15" long gale. bar cont. For bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furring strips at 16" o.c. with R4.1 PI-foll Insulation on typical e" Block walls 5/e" thick light textured = All drywall to be installed per FBC R102.3.1 stucco is typical concrete i and shall meet all pertainingASTM codes. yP M Mortar to be Type M" only proportioned per FBC R601.1 block construction and Mortar Joists shall comply with FSC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert. w/ 30" overlap FIII cell with concrete and at each filled call (1)#5 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 6"xL" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated Fill Grade - : IIII IIIIIIIII != (IIII I- I I� i=IIII=IIIIIIIIII1 I i�� 1 IIII IIII - 14" x 14" Conccrete footing 14" with (2) #5 bars cont. and #5 T Y F f C A L SECTION transverse bats at 48" o.c. Scale : 1/2" Window Schedule Mark Size Roucilh Coen. Window Description PRESSURE ZONE I. 4'-5/s"x 4'-6%" 54Ye'x 54%" Single Hung ZONE 4 2. 6'-2ke"x 5'-3/a" 15" x 03 /4" Single Hung ZONE 4 3 2'-2" x V-2/2" 21%2"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3%a" SS" x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum Windows w/ tint Ind mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wi h manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-0° 108" x 84" Overhead Garage Door ZONE 4 3'-0" X C-8" 41" %;' x 8S%" Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-81. 14" x 81 '/2" Sliding Glass Door ZONE 4 2'-0" X C-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %2" 2'-4" X 6'-8" Solid Core - Wood - 6-Panel " X 6'-e" Solid Core - Wood - 6-Panel - Bi-Fold 2'-S" x C-8" x I i," Solid Core Wood, Steel, or Masonite Door X L'-8" Solid Core - Wood - 6-Panel 2'-b" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b W wi . Exterior doors to withstand pressures stated in permit info x on sheet 41 ARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I rough opening dimensions to be verified by contractor h manufacturers specs prior to construction 12" Verify attachment \\ hole location with GC prior to fabrication 3/8" steel 35'-O" 12" 8'-10 %2" 12" 145 1'-1 /2„ 2 N 0 OFBI 100 OO EGRESS Filled cell under girder above PORCH - 0 WIRE LATH $ STUCCO CEILING d 19'-9" 6'-O" O MASTER c ° BEDROOM E 00 I I EI 1 o EE EE a'-o" A.F.F. ❑ 1 Flat Ceiling I ❑ I E I O Vanity to be O 1 34 Y2"high 8'-0" to 9'- " A.F.F. Vaulty Ceding T r Rod $Shelf E 119' GREAt ROOM 1I OSEJ I B_ a cry I L Rod $ Shelf LL I WASHER DRYER 3 2" - -4 O 1 LAUNDRY O 9'- " LO O (D= o 9'-8" A.F.F. �y Vaulted Ceiling I a D(NING ROOM I = I l 34 Y2h 9h b 0 E 3/8" thick steel counter tops to i � counter toW suorts I overhang wall 1.5" v- I I 5'-3" 4" r counter to s tooverhang wa11.5"O PANTRYCAB 1" high wall SECOND <17CHEN F BEDROOM q O I , 1 8'-0" to 9'1 " A.F.F. - O gslI Vaulted elhng I 8Flat A.F.F. 1 r Flat Ceding Upper cabinets to I i e I extend over ReF. r MICROWAVE NON VENT REF. 38" CLEAR 2�1' 12'-8" L - - - OPENING V_ " N 7 -II Bette Inwletion � m - A/C Provide auto #1 E 4" cli Steel Ballard closer THIRD See detail on this sheet O ro W svI BEDROOM r 22" x 54" > /O= Attic Access with light J 1 g Q I L-----w I/_-A.F.F. = 8'-0" A.F.F. Flat Ceiling Flat Ceding a 12'-e" 0 m 6" COUNTER TOP BRACKET' DETAIL O Block wall in garage to be ❑ Ell MT E �+ struck block O 0 EMERGENCY O 0 r ----------------- I I i I I EGRESS I I r I I I I E I O E I I i I I I I ro I I I I 10 ----- El 01 OE A9'-O" 2'-8" 1 12'-8" 6'-4" Braden t Braden AIA, P,4 UJunne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE f CJ. O BTel : (1-12) 281-8258 I Fax : (112) 28�1-8283 Spanish Lakes E-mail: bradenala comcast.net St_ Lucie County Florida Stuart. FL 3,4996 #AAC000032 M R-II Batts Insulation Provide auto 150 Amp closer Panel [n I li IGCLF CART 'I GARAGF- 13'-O" , LRN O 2'-8" 9 T cn Square Footage Breakdown Total A/C Space = 1,153 eq. ft. Covered Porch Total = 212 sq, ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions - Sheet Comm # 4-25-I6 10-18-16 Product REAR Drawn by: Approval Revision PORCH C.C.u_ 4-4-I1 Plan 2 is-ls8 Review revis LEFT Checked bg: D.iR.B. OF 5 OMAN= 2 CGS 4 C� v- ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MiL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10AO WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FiLL 12- (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND I)EBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD iN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO 7HE IS. ATTENTION OF THE ARCHITECT. 16. GARAGE FLOORS TO BE SMOOTH TROWEL FiNISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il F—CLAD;4Tf Oil FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4'I PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 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. GI85 RATING. 1. Any changes t0 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 shouters, tile, etc.... S. Contractor to provide filled cell with concrete and 1 49 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 r '-O" to `I' -II" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to see plans for any ether condition used. Foundation walls Shall have filled cells at 2-4 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 soli test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meetirg ASTM A-16 and A-39 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. 95 bar Vert. w/ 30" overlap - at each filled cell Fl E TYPICAL CTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 and Vlsqueen over clean compacted termite treated fill 14"w x 14"d eoncreter monolithic footing with (2) #5 bars cont. 14° L FOOTING DETAIL 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Q 4 10" 12" DETAIL AT 4" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into hntels above Top of tooter 16" below finished floor COLUM (2) #5 bars tort. bottom steel ARAGE STEPDOWN SCALE 1/2' = I'-D" Verify house slab height In field �i —IIII I OOTING DETAIL Thicken edge to 8"x8" with concrete and one 95 bar continuous GRADE 6 PORCH SL 95 bar vert, w/ 30' overlap at each filled cell Adjust curb height based on gar, floor slope. #5 bar in curb \ 30"x30"xl6" concrete column footing with (4) #5 bars each way Mill SCALE: 1/4" = 1'-0" FOOTiNG SCHEDULE Mark size Description F1 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W x 14"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET F 30" x SO" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"10 THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS Q t With WithCurb x 14"D at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" F6 1211W x IS"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6 xt.#10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill EDGE DETAIL SCALE 1/2" = 1'-O" TYPICAL TiONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. RAGE CURB DETAIL SCALE 1/2" = 1'-0" 4' concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar cont. e 0 zn 102 (2) #5 bars cant. bottom 0 DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with 3/8"die. 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 PRESSLRES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Double Filled Cell Column NTS Conc. Fill To Be 3000 PSi See Floor Plan For Location Single Filled Cell Column NITS c I r 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied -� / Into lintels above I 12" e'-IoYs„ 12" — o °f----- — e a oJFled LFI , cel T` der I 1 girder above O 18 1 I O = 1 10 O Rear Porch Slab to L FI 1 4 LU be poured separateig 1 0. from House Slab. �- I o ° I N 1 Thicken footing to i 24"w x 14"d 24"L I D x under filled cell ° ° f NVlunderer bearing.aU0 Rear Patio/Slab �` zoam 0MU r F w abe to 1 INsliding flush with bottom of door recess.FIEoI 4" fib concrete slab with mm 6"x6" #10/10 WWM on 6 mil Visqueen over I 00 a�0 I clean compacted termite treated fill 1 O HB �ML I LL O I 1 0 I o I �- WABHER DRYER I h- FI �- II I 0 ' I ilbm_ °I I I° � OW l o ° f- 1I I I F- ° 11 o i 4" concrete slab with fibermesh OR I FI I 6"xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill MICROWAVE NON -VENT I ° I REP. o as CLEAR OPENING O O W.H. — — — F-A 7 T— — 1 AiC ° 4"0 Steel Ballard 1 1 See detail on this sheet I I I 1 1 I>�� 1 1 °=I l 1 a W I I 1 Meter and panel either side of co ° ° ouse field verify service location _ _ — — — — — 0- ° 1 I o in 5 tu ° 4" St pl O I I I ° CL to 3'-0" O I � �% O --------J J e CL 5------J — — —— o Recess for I.5" Recess for Garage oor u Garage Door 12'-S" J 1: 6'-4" 35'-0" Braden t Braden AIA, PA l,Ut4nne Building Corp. MODEL: Date Drawn Revisions : Sheet Architects - Planners 411 S.E. Coconut Avenue 11 F T C A R L T O N 3 BED REAR 4-25-14 Drawn 10-18-16 Product Approval Revision Comm # Tel : (172) 281-8238 1.5 CAR GARAGE PORCH by; Fax : (112) 281-8283 E-mail: bradenaia comcast.net Spanish Lakes LEFT Checked Stuart FL 34996 #AAC000032 St. Lucie County Florida Rby. OF 5 J 1 Simpson HETA 20 hurricane anchor at each truss File 00F SHEETING ATTACHMENT DETAIL 1. I-Ilnimum Ivan oze - oa rtri(j s„arlR tiuiri. 2" 2. Minimum Screw Size = 98 x 3. Minimum Sheathing Thickness 19/32" COX PI wood Usenailsinfocboxsonathesenplans fore for stated in er3P Ke Area Ede Field Fastener Fressu e Zone I 6" 6rr 8d ring shank 45 psf Zone 2 41, 6" 8d ring shank 16 psf Zone 3 41r ,q" ed ring shank 84 psf 177/ ** Zone 3a 6" 6" #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 Concrete / Lintel Column Venfy with Plan Rebar to Lintel Provide 95 barn with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide #5 bar set in pre -cast R C C P P ^ /4 IN Scale lintel into beam where length of the opening calla for it. /� — l/V ha at 1'-0" unless Otherwise noted On t Provide Cast -Crete SUS-OB/OT precast lintel set in mortar L,4 Min. 8" Bearing - -- -- -- 12 x 12u rColumn Block c (V e PT Buck ed per jamb into filled c 4" Pre -cast Sill er ngs — Roof pitch at 4:12 unless otherwise noted on thi - — Truss shop drawings to be provided by manuf actL _— .- — Any changes to this plan shall be submitted to 1 -� architect for approval In writing prior to startinc — 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 1 Form Board Survey to Truss Company prior to Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. SiNGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8' dia. threaded rod set min. 12" into wet beam and (22) IOd nails into trues Rebar 48 Bar Dial- TRUSS BLOCKING DETAIL Min. overlap AT GIRDER STRAPPING AT CENTER BEARING POINT Attachment NTS 7/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32" COX Plywood nailed at G" o.c. in field and edges with IOd ring shank nails Into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIG51.12 2G ge. 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 C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" 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 Lintel Bar Clear tt5 bara si CLEAR Length Length Span Bars Bars ;,•..r' , 2'-10" 2'-8" I'-6" 2.93 none `----' `----' ----' 3'-6' 3'-4" 2'-2" 2,43 none 81118-OBAT BPS-IB/IT 81118-3/2T 4'-O" 3'-10" 2'-8" 2,43 none Addmional 4'-6" 4'-4" 3'-2" 2,#3 none tt5 bars. CLEA -�.`. •"T<: One Row of "H" =.:: Block Above ;. `- 5'-41, 5'-2" 4'-O" 2,u3 none 5'-10" 5'-8" 4'-C 2 u4 none Precast Lintel y 2,#4 none • Additional 6'-2" 2,#5 none #5 bars BPIL-IB/IT BPIL-IB/2T 8'-4" 1'-10" 7'-0" 2,45 none NOTES: I. m, coverage of steel=1.5" 2.in min. bearing required* ea. end=8" ALL reinforcing steel is grade 60. 3- standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Window Rows of "H" Block Max Gravity Max Uplift Max. Lateral Mark or Door Unit Lintel Cast -Crete Above Steelm Size Top eel S174 (PLF) (PLF) L�) Width size Specification L22 2'-2" 3'-L" 8P8-OB/IT I 95 30L9 1549 1024 a_n" aFA—nR/IT I #5 2561 130 U3 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip _ Edge t Fascia 12" 2" x G" S Kaycan full o vent vinyl soffit installed using 1/8' dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet 41 12' x 12' concrete column block filled with concrete � and (2) #T bars Vert. tied into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer IG" below finished floor 12 4 into Aluminum Drip ' Edge t Fascia Poured Concrete or concrete block wall Poured Concrete or \ concrete block wall Concrete Anchors IF Manufacturers Specs Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web on 3/8" hi -rib lath ntal and vertical wood in staples to provide 4" penetration into ming and 3/4" penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar Vert. w/ 30" overlap at each filled cell Rear Patlo/Slab to be flush with bottom of sliding door recess. Bm8nIB111B111®IIIE�IIIE Flush M Wood Base r' -z Tunical S&I ctlon Anchors Per are Specs 9'Max. Aluminum Panel Sizes per manufacturer — See Typical stud Detail 1/8" x 3/3T Wing Nut w/ Is approprmte washer and spacing `v per manufacturer's Details n w 094' 4 Shutter Detail Stud Detall - Stud w/ Die Cast Zinc PITS Nickel Plated Wing Nut IH" nts Brace Gable end with 2" x 4" SYP 92 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WC ® 24"o.c. TYPIC ( shop drawings by manuf \R-30 blown fiberglass in bottom chord of trusses I/2" drgwall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" cirggwall over I" x furring strips at 16" o.c. with R4.1 fi-foil insulation on typical e" Block walls All drywall to be installed per FBC RIO' and shall meet all pertaining ASTM codes. m Mortar to be Type "M" only proportioned and Mortar joints shall comply with FBC 5 Provide Dur-O-Rock at all wet areas (e> Fill cell with concrete and (U 45 bar Vert. (tgpical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on G mil Visqueen over / clean compacted termite treated fill FI at Front Porch Scale : 1/2" = I'—O" Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment . _ .. .. .. „ into beam either wet set or In eeoxu with Provide downspout hurricane anchor at each truss "" aownspouu ( 2o.c.) supporting Max. 1810 lbs. uplift el N � X aLj � s OkJ rn NO L a_ QQ o CI a L 7 w ui ti °`° 00 E_C: �U N L � r PANEL "A" Poles BR Load Wire 7 Description circ# circ# Description Wire Load BR Polas 2 40 '1.0 kw us A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Ran a #6 12.0 kw 50 2 � 8 I 20 1,8 kw #12 Pump 9 10 Dr er #10 5.0 ktO2 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 1 20 l.5 kw #12 Microwave is 14 Refrigerator 412 1.2 kw 1 20 1.5 kw 412 Kitchen S.A.C. 11 18 Recepts #12 1 20 1.5 kw #12 Kitchen S.A.C. 14 20 Recepts #12 -- 20 1 1 20 1.2 kw 912 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 IS #14 General Lighting 29 30 Recepts #12 20 1 1 15 914 General Lighting 31 32 Recepts #12 20 1 I IS a14 General Lighting 33 39 1 Exterior GFCI #12 20 1 I 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 I5 I I 20 #12 Bathroom GFI 39 40 General Lighting ttl4 15 1 spare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Wa General Lighting (3 watts sq, , ft.) ........ . ......... S.Inall. A,ppllance. C,ircult(s)... , ..... .. . .... ......... .Range .. ..... .......................................... Refrigerator Microwave . ...... .............................I....................... Dish Washer ................................................................. ,Clothes..Washer.............................................. . Clothes..Drger....... Water Heater ................................................................. Water, Hump ........................ ..... . .................. Garage.Door,Opener.................................... 1135 3 5.205 2 1,500 3,00i 1 12,000 12,00 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1,200 I 1,200 1 5,000 5,00( 1 4,500 4.50C 1,800 810 1 1,800 1 810 Total Watts 31,41E First 10000 Watts 9100% I 110,000 10,00C Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 %5% 1 10,000 10,001 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps LL29.03 Panel Size Required = 150 Ai Electrical S mbol Leend $ single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed FB Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Cr- Wall Mounted Light Waterproof, ground fault interruptef Light with Pull Chain (attic) a Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac F:� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack FTfI Telephone Jack AC osc A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® FsP-KR1 - Speaker Hook -Up Fil Intercom ®= JUNCTION BOX TO SUPPORT A FAN A/C disc. PORCH 141 CFM IOXIOXI GREAT 141 CFM IOXIOXI 147 CFM IOXIOXI V•4 12xl2xIO 12" 124 CFM IOXIOXL /MASTER BEDROOM B/A 124 CFM rLw DINING 1 1 ROOM I 1 I I b Lo 1 8x4x4 9 CFM I I LOSE 4sHEFZTll DRYER LAUNDRY U SX4x4 50 CFM lei -RVent thru -Soffit /J;FM e 4 U r - a. j2X12X8 �i'�, B/A U 111 M CF I I 1 i SECOND 124 CFM I IOxIOXL BEDROOM Kit CHEN lL" 1 3 TON I I SEE MANUAL I MICROWAVE NON -VENT 2Ox2O I `J" and Energg O 3e' CLEAR T fif I I Calculation L - - - OPENING iFeIIIin ell, for Unit Info - Lr i FF'-c�'..-1' I A/C 1 - - �, il4" 12XI2X8 B/A W.H. #KI 4") Steel Ballard I See detail on this sheet I I �-W r 22" x 54" I > / 100 CFM Atwtic li 1 I IOxLxb th htw g J L QI Electric Notes: 150 #2/0 Aluminum feed AMP h I ' Conduit PANEL I. Use copper wire only, no aluminum. detectors. 2. Provide and wire all required smoke M TE 3. Contractor to verify location of electrical service and provider. AHU 4. ALL paddle fans shall be on a rheostat. 2" PVC ! FPL 5. ALL bath and kitchen receptacles to be GFI protected, 6. ALL exterior outlets to be Wf /GPI protected. 7, Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and garage. 2" rigid service FPL $are 46 coprpe6 wire to 25 cant. a ar in dab 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant fines that are run thru slabs must be sleeved in PVC ELECTRICAL RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical - Contractor shill use AL-CU Landing lugs. NITS contractor, the completed system shall be full operative. - Contractor shill torque lugs I.A.W. 13. Contractor shall pag for all fees, permits, tes ing, 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 19. The electrical system shall be completely and effectively 15. interference with the progress construction. All required insurance shall be provided for protection rounded as required b C. g q y the latest edition of the N.E. 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. 16. 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 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 25. Dryer Vents to be Installed per FBC RMIS02 i,,_ and telephone company. F II 8x4x4 48 C GARAGE I r-------- =-------- � I I I I I 1 I i I I I I I 1 1 I I I I I I 160 Amp Panel GOLF ----- GARAGE I I 1 I I I I I MECH,4NIC;4L LAYOUT O- THERMOSTAT LOCATION S C A L E, 1/ ,4 " = 1- O 11 WP GFCI I I sQ I � 1 I I I -- I I �� GREAT! ROOM I � I LOSET I \ I \ o WASHER DRYER I \ 1 \ LAUNDRY MASTER BEDROOM DINING I \\\ -cIie TROOM IIr M"" ' I PANTRY - 1 - --- I II CI � FCI N , / I I I I UP GFCI G=Cl 'nstall ouiet under disc. not shown for n I clarity D GFG�I \ MICROWAVE� I S\ 1 NT Pon U O [38"CLEAR Q L - ENIN \ GFCI GFCI \ i GFc \ - j$I 4"(1) Steel Ballard / See detail on this sheet I / r w F�y� r 22' x 54" Attic Accasa, - O : L _withJigl< 1 m; T I �__-J f` IQ I I / 1 uv I\ SECOND I `I�EDROOM I 1 -® 1\\ THIRD ---BEDROOM 2 rleE-4■1 L1�III . OPTIONAL PANEL LOCATION /rh GARAGE GFC 11 GFCI totightcorner\ I / ISO Amp Panel / / GFCI r--------®=------� r �� _ -------- i Garage G I I Door \ � � Garage I I Opener I ra' I Door a I Opener I GOLF CART Wire For I 1 GARAGE Front Post I Light I I to garage +Ights 1 I GFCI GFC1 I I WP GFCI File C --- HLECTRIC,4L FL,4N O Post Light with 6 Photo cell SCALE: 1/4" = I'-O" Center Post Light between drivewags kttic Venting Calculations otal Attic Space = 2101 sq. ft.FBC 2309. enting Ratio 1/150 = 18.00 sq. ft. regturei rovide A Continuous Vented Soffit r6B Braden Ill Braden AIA, P,4 Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 28-1-8283 E-mail: bradenaia8comcast.net Stuart, FL 34994 #AAC000032 Winne Building Corp. T� wI�vo\ MODEL: REAR PORCH LEFT Date Drawn : 4-25-14 Drawn by: C_C.u. Checked by: D.R.B. Revisions : 10-18-16 Product Approval Revision 4-4-17 Plan Review revis 4-1-11 Duct Revis Sheet OF 5 Comm # Spanish Lakes St. Lucie County Florida t =LIFE SAFETY WARNING ^ This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. t d a MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. AJI DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. r:nM.0I 11 T Rr�RI 30' Span or less & 30' to 60' Span Sprea er Bar 60 degrees or less ail �_Approx 2/3 tom �_- 1 /2 __� ' T g Line span approx. pine t/z of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crone used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. This is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 1 R' - 24' IN LENGTH _ P i A AIR HAN�I—�R 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 h anger/connector Nails must be as shown. Guide tabs o Dome 'me schedule in engineering Dngle nails. package. SEAT PLATES BY CHAMBERS e �� aos,"n rue o wa key a•o c. r+su � � � [P LCJfe GALL N' L�'�i�L CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR I Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L I I A A, As I c, A" I PORCH RIGHT I — _J ��I���!�I��I®I® \\\\`i►\\\\i\\\\\I\\\\`i\\\\`NOIO` \\\\I`I`\\\ii`\\\`I\\\\\ 1%k 00 \\\\11\\\\`I\\\\\i�\\\\;``` I I i' CLOJrED AREAS ARE OF �% / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM PLANS.. V I 1 I INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) �1 �✓j GRA BHA The Architect's or Architect's representative's shop drawing approval Is NOT a "double check" of the contractor. i,i ,r The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's ��111111`'e'. 1 approval covers general roof shape, review of truss strapping, and loading on structure from gra ty and uplift loads and their re3 a 've location . Approved Date.__ Braden 8 Braden A.LA. A. FABRICATION AGREEMENT' jR1J88E8 CANNOT BE STARTED UNTIL THIS AGREEMENT 13 SIGNED & RETURNED he legal description of the Property where the busses will be Installed Is: io•updera goad aduavdedges end ogress; .. a, Trusses Will to made In &blot accordance vdtit this truss placement diagram layout, lich Is the sole outhollly for of fmining all ssful fabrication of the trusses. 2 Alldlmenslons in this layout have been veritlad by the undersigned. T,Unleds written notice 13 provided by certMed mail to Chambers Truss within tan (10) is of degvery the undesigned agrees that no badccharges.will be allowed. In the event A Widen notice is tumlehed Chamber Truss aha0 have three (3) business days kt welch begin repairs required, orto substlttde otirer trusses, at Chambers op t,,the undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & N?CA. G.DaINery Is to Job eke. It to the buyefi reaporuibllhy to make the Job aft* suitable for Nsry. Chambers Truss has the sole suthodty to determine the suitability of the Job one oir a tics of he job she for delivery. Chambers Trues will be responsible for dump delivery on auee Job ells r is responsible Is not prepared additional al delivery oxponses H Chambers Truss has to redelhror delivery or buyer Is not prepared for delivery of trusses. ibis responsible to Chambers Truss for towing costs due to ahe candltlona ;Rrios as shown In paragraph 7 below Is subject to change If any changes 'lare, made In eycut A $50 per hour fee for revlslons may be charged by Chambers Truss. ' ant Is a PURCHASE ORDER to Chambers,Tnus of the sum agreed to, or U na • ant a reasonable price. Invoice will be made on delivery and paid within teens of not delivery. Invoice may be made at scheduled date bf deINmy If buyer cannot accept very'of fabricated trusses. The undersigned agrees to pay Chanibers.Tryes reasonable mays fee for collections In event of payment not timely made. 1-M %per month service rye win be added for all sums not paid within terms. Signature or Initial*snywhere on this cheat constitutes agreement to all terms herein. .In consideration of Chambers Truss extending orealt for this material the undersigned xtdltlonW guarantees payment when due of any and all Indebtedness oared to mbers Truss by any entity receiving materiel and the undersigned agrees to pay such btedness Indudlno attorneys fees, If default In payment far material be made by the rlenL 1. I: In the event of any algatlon concerning this agreement, the hems fum(slted hereunder symente refered to herein, tha paNes agree that the sole venue for any such action will alrtt Wds County, Fbrlda. Dest&n rosponclbgPoes are par'Nationat Standard And Recommended Guidelines On ronsiblllges For Construction Using Metal Plate Connected wood Trusses VrPVWTCA 4 - 2002- . IED ' MUltiple ply trusses must be fastened together per engineortng ` 61;crs they are set, failure to do so can result In roof collapse.' Y, iph Crory and permanent bracing are required and can save life r and property and Is the resWilly of the truss erector. WJ :. — dy the contents of the Information packet Included on delivery xis>" before setting trusses. 1"gTnmttes mustboodaldbracedperdeslgflto preveritbt,wy&damage. Tosses must be set plumb and stl ars 'Do not bet bunks or stack of plywood, roofing material or any 'O.. her edbcentrated loads on trusses, this can cause collapse. ::''!DO NOTSET TRUSSES USING THIS LAYOUT '-USE LAYOUT DELIVERED WITH TRUSSES TO SE7. TRUSSES ..,,...;.CHAMBERS TRUSS"INC 3105 Oleander Avenue Fort Plerce; Florlda 34882.6423 800-551-5932 ff J`dOPlerce 772466-2012 Fax 772-465-8711 ij;Vgto-Beach 772-569.2012 Stuart • 772-286-3302 ("TAN Wab 3ltae CHAMBERSTRUSS.COM 92.0/93.2 MITEK 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 .. 0 Roofing Material Shingle or Shake w Loading in PSF Roof R.D.L. .2 ) � Top Chord Live 20 s Top Chord Dead 7 4.2 �I; o I Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 "6I I TOTAL Load 37 7.2 2 � Duration Factor 1.25 ` o Wind Speed 165mph w rn Top Chord C.B. Sheeting by builder. U) s Bottom Chord C.B. Sheeting by builder. ~y� Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 K.U.L.=KesSralnln0 Ueac Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the ',0 building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 0� Scale: 1/4 = 1' W82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed Fannie Date: 10/07/15 Revised:10/15/15 FOR 14,-4" t U) WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT 2 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 ��°9O 7ir IP9neM0. I j.