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HomeMy WebLinkAboutBUILDING SITE PLANFILE COPY T.O.B. • • ' = Finished Floor \ `1 12„ Gulf Coast 5upplg and MFG 5v Crimp Metal rooting FL 1111451.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (tgpe 2) 30 lb felt underlagment Installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V 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 SLOPE Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plgwood 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 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 P7. ® ® tucc thick light textured stucco on typical concrete block construction 2„ 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATIOi\l 5/8" thick x 8% cut coral finished stucco bands ,a Finish Columns with 5/8" thick cut coral finished stucco bands SCALE:: I/4" = P-O" LEVATiON NOTES: REAR Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood 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 V 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 L J 1 5/8" thick x 8"w cut L� cor-aT finished stucco bandsLU 3 5/8" thick light textured stucco on tgpical concrete block construction - - - - - - - - - - - - - - - - - - RiGHT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, 1Rndowa & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method T ExET piration Date Design Pressure of Approved Testa 1,2,3 E4 FL# 2341.3 Single Hun g g SH-100 impact PGT ddm. tapeons w/ min. 1 3/8' penetratia� to be space par product approval. Contractors all adhere to min. edge distances specified in Product approval + 80.0 PSF - A IG-0330.02 Overhead Garage Door Model 824/BII IL' O'mmax height DAB iih•. x� ".t", ; h'm. 4".. a.Mi'�y s aid d5/f' 5/ IyJ ehr4G�3sr�� Hher t � 10-9-21 + 50.0/-GO.O aP p g FL# 16414.1 Fiberglass Smoo h Pro/ Jeld-Wen Elea 1/4' dia, tapcon with min 1.25' embedment at 3' max from carriers and 11.5' o.c. max. thereafter in heed and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass g Door Series 110 SGp PGT I" mom Type "GSA" I/4" Im. topcons w/ min. 1 3/ psnetratia�i to be space par" product approval. ortractor s all adhere to min. 2 I/2 edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expirationi6n Date Des Pressure of Approved Teats Mullions FLU 241.1 1' x 2 3/4' x .3'15" PGT Install per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 or 22. + 58.0 PSF Roof FL# 11651.12 5V Crimp Metal Roofin g Gulf Coast Supplg and manufacturing 2L crimp metal roofing attached to plgwood deck using 09 x 1.5' wood acreea with self waling washer at 12" o.c. max spacing over ASTM D itgpe D 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails =aid L" a.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal-on rod plan - 108.5 PSF Siding stucco an Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at Is' o.c. screwed to soffit framing using #B x 3 wood screws at aech truss. Install soffit to battens using 0 12' die, x 1.5" Iona time naisHurricane +55.0/-35.0 P5F Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at -f:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 SLOPE 4 SCALE: 1/4' - 1'-0' 12 ,SLOP C3. ST. LUCIt C1401TV RUI G IVI N REVIEWED FOR COMPLIA E �d REVIEWED BY DATE PLANS AND PER EPT ON JOB SITE OR NO INSPECTIO ) WILL BE MADE 8'-I" T.O.B. 12„ O -O" - Finished ' -Floor Lf . 5/8" thick light textured / stucco on tgpical concrete block construction ELEVATION \Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 24 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" 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 JH_ �. O 5/8" thick x 8"w cut coral finished stucco bands = Finished Floor Finish Columns with �'' 5/8" thick light textured Via 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base -board ------- \ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Vlaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden It Braden AIA, FA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 Fax : (112) 28�1-8283 Spanish Lakes E-mail: bradenala comcast.net St. Lucie County Florida Stuart. FL 34994 UAAC000032 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails_ Substrate to be 19/32" CDX Plgwood nailed at 6' o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 SCALE. 1/4" is 1'-0' N ALL MANUFACTURES LAaLel SHOWING U FACTORS AND SHGC COI IPLIANCE WITH FBC ENERGY CODI MUST REMAIN ON ALL DOORS ANC WINDOWS UNTIL INSPECTIONS ARE PROVED THESE PLANS AND ALL PRILE OSED WORK ARE SUBJECT TO ANY COCTIONS REQUIRED BY FIELD INSPORS THAT MAY BE NECESSARY IN 0R TO COMPLY WITH ALL APPU CODES, CONCEALED FASTENERS OR ARE THE RESPONSIPILI CONTRACTOR OF R' 5/8" thick x 8% cut coral finished stucco bands -O'-4" A.F ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WiLL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Builidting Design is: Enclosed Risk Categorg: II Wind Velocity: I45 mph ultimate Mean Re:;f Height: II'-0' Roof Pitch: 4.12 Internal Pressure oe icient: ±0_18 Subjectabihtg to damage from. Weathering. Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.6 = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.LWL; O.LDL+O.LWL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.1,/-32.6 psf Roof Zone: 2. +20.L/-51.0 pat Roof Zone: 3. +20.6/-84.0 psF Components t Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Well Zone: 5. +35.8/-41.8 psf Componentsit Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear W,IIs Considered for Structure? Yes Continma Load Path Provided? ` CII Are Components an Cladding Detai-s Provided?Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi SEE PfODUCT APPROVAL FOR IMPACT P OTECTION FOR O E ING ROOF LIVE LOAD: 3" psf ROOF DEAD LOAD: 10 oaf FLOOR LIVE LOAD: -5- psf FLOOR DEAD LOAD: 10 psf (] = Roof Zone I Walls Zone 4 ®= Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 BY JOB ADDRESS: St. Lucie County � ��o�� MODEL: Date Drawn : Revisions Sheet Comm # 5-24-18 REAR Drawn by: 1 . PORCH C.C.U. I B Checked by: D.R.B. OF 5 'FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel herigh by 4" diameter steel crash at. Floor proceeding With Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. eagai3is bol5p'k o steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum IAOO P.S.I. fiber stress. L` 4. No dissimilar metals to touch. 2�2" 2�2 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. b" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. o 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be I-3/4"t 20 min. rated door w.H. = Water Heater 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 oer FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gyupsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C%0, C1002, C104-1,01-11, C1118, C12-18, CI395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of dr well into Spacing Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/0" long with Walls Either IL" 8" IL" Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8 with 19/L4" head Ololong 0,098" diameter x 13/e" long % annular -ringed or Ld cooler nail 0.092" dia. xR 1 1/8" long with Walls Either IL" 8" IL" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/I4" tap -con with 1 1/2" penetration at 6" o.c_ max. from each corner and 20." o.c. max thereafter at head per product approval Use 5/14" tap -con with 1 1/2" penetration at L" o.c, max. from each corner and 20" o.c. max thereafter at sill per product arc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 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 sp aced 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810ibs. uplift Aluminum Drip - Edge i Fascia 2" x L" Kagean full o vent vini using 1/8' dia shank x rooting nails with 3/e' product approval - see 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap -- at each filled cell Grade #1 12 4F_ PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord or trusses •1/2" 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 (1) #5 bar cont. for bottom row over openings 1/2" drygwall over I" x furringg strips et IL" o.c. with R4.1 fi-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" onlg proportioned per FBC R401.I and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #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 L"xV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill i I I1 I I1 I I1 1""11 I I I�''- ' �lil I I i i 14" x 14" Concrete footing 14" with (2) #5 bars cent and 45 T Y F I C A L SECTION transverse bars at 44" or. om AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft, Rear Porch = 114 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 O 2" VTR 2h" _ JIL I o i I 2a VTR Masterr�� JIL Bath I 1 Lev. I 2' I Lev. 4• 1 2' VTR J V. IL I I Shwr. Kit. Sirk I I Kitchen 2. I Lay. Masonry Beam s. i W.C. Slldlncl Door At Masonry Wall L.I, nri fixed door sliding door 1 1/2' Sill Detall NTS Bath #2 S. C.O. xTo Septic PLUMBING": RiSER i" x 6" P.T. Buck nailed to block with case hardened nails prror to door attachment Masonry Wall ypical Flooring Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o_c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough Open, Window Description PRESSURE ZONE I. 4'-S%a"x 5'-3 %a" 54%a"x 63%4" Single Hung ZONE 4 2. V-2%a"x V-3 %a" 15" x 63%i' Single Hung ZONE 4 3 2'-2" x 3'-2 1/2" 21%2"x 38%' Single Hung ZONE 4 4. 4'-5%s"x 4'-2%a" 1 54ka"x 54)s" 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X L'-8" 41 %"x 83%" Fiberglass Panel - Inswing ZONE 4 C C-O" X 6'-8" 14" x 81 %2" d"" ;wit"'" I Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - L-Panel -BI-Fold Finished 24" x el %" E 2'-L" X 4'-8" Solid Core - Wood - L-Panel F 5'-0" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8" x 6'-8" x I s/4° Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4'-8" Solid Core - Wood - L-Panel J 2'-L" X 4'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold LIII-Lot X 6'-8" 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 #I All rough opening dimensions to be verified by contractor With manufacturers specs prior t0 construction Exterior face of wall --\ a 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 ,lambs and 20" o.c. max. at head and sill per product approval / \ Buck to be I" x 4" PT Detall at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS 36'-0" INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face Attach buck to block wall with 1/4" din. Elea cone screws with min. 1 1/4' penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck Detail at Door #8 Wood screws thru jamb into buck 'at each hinge and 15" o.c. max and prior to door attachment NTS Scale : 1/2" = 0A 3. GI 5 6. I I IN I.1 L. I L.f I\ /`t L- I X I./ I z_-: o:J ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL 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 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. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 4 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. 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. 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL- 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. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide Filled cell with concrete and 1 45 bar vert. at -48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6`-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. L 95 bar vert, w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill E_ — I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" " % TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 611x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a foundation plan 10" '(2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN sf`Ai P I/,)" = i'-n 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of rooter 16" below finished floor Verifg house slab height in field 30"x30"xl6" concrete column footing with (4) 45 bars each wag Thicken edge to 8"x8" with concrete and one #5 bar continuous 95 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ G SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"xf." #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermeah OR VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill O'-o" e F.P. •.II' III ii1 14" ARAGE CURB D x 14"d concrete monolithic ig with (2) #5 bars Cont. ETAIL 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 NT5 IN PERMIT INFO BOX ON SHEET #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. , Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 51n Ile Filled Cell Column Cell Column NITS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34999 #AAC000032 a V 2" 10'-0" 12" 14'-0" — — — — — — I Q I PITi THIS& I ZL m J o r o O — J e ELI o ° -i y y I �-1- �-i �- - - I �-I �-�- N FI - Rear Patio/Slab r ( UJ to be poured separate I F4 O from the house slab. -7 12'-e" I O m 4 C9 I Thicken footing to N to24% x 14"d x 24% I FI L 1 under filled cells - ° under girder bearing. 1 ° 1N o 0 0 0 0 0 ° o �„� ____ I r Rear Patio/Slab to ( ° be flush with bottom of FI sliding door recess. 1 q - U rn ° I Slope 1/2" ro u u _ I I ~ ucn I _a _II I I of FI I E I I Vanit to be 4" concrete slab with fibermesh OR 341 1 H.B. 6"x6" 410/10 WWM on 6 frill Visqueen over I clean compacted termite treated fill7 0 ell I °I I° I Q _a Iy I FI °Ln °I IE 1 I 1 ° r0__0_1 a r - - 4"0 Steel BollardLLI I I I? I I I grilled w/ Concrete 5 10 g�I � #I tr QtOCR _ c Vva I FI 1 1 mwEqI=i I _ y E `` L _ a V a O ° ° w CDcn FI JEE � E� E I 0 �/ 1 FI I o0 u u a o ,.. —_ —__— I Q CY — � p I cu �, I w OLD O_ E I [L �' 1 o xa fL I I I� p i O -1 14'-6" in I — '-- 4-- r 4 ° L — — —— Recess for N ° ° I — — — — �E Garage Door ° — — —— , " x 12" concrete column block filled m concrete and (2) #1 bars vert. tied into lintels above 3'-5" 9'-0" 3'-5" II'-6" 36'-0" IL Wtmne Building Corp. THE STERLING REAR PORCH Spanish Lakes RIGHT St. Lucie County Florida FOOTING SCHEDULE. Mark Size Description I 14°W x MOOD MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 1200 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 100 COLUMN FOOTING WITH (4) #5 BARS EACH WAY ® e"W x B"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Date Drawn 5-24-18 Drawn bg: C.C.U. Checked bg: D.R.B. Revisions : Sheet I Comm # 3 " 1>0-301 B OF 5 Provide #5 bars with min. 48 bar diameter& overlap into beam. Tie Pilled cell steel into continuous beam block steel. Provide #5 bar act in pre -cast [into] into beam where length of the opening calls for it. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on rasep re for roof stated in permit info box on t ese pPans for zone 3 Ke Area Ede Field Fastener Presasure Zone 1 6 116 Sd ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" .4" 8d ring shank 84 psf ** Zone 3a 1 4" 1 6" 48 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for roof stated in permit info box on these pl�ns for zone 3 Provide Cast -Crete 8U8-OB/OT precast lintel act in mortar Min. 8' Bearing • ' Y }�•qt �.F j Provide PT Buck I, ;l per mcet 1 .-i etaattailahmto flladd 4" Pro -I cast !' l r x ' — ^ Poured Filled Call Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie 7filled cell steel into continuous Pooter steel. �.:;:'..':': ` ` '`;.' ',-.':. - "::I• ,.,'; :' Concrete rooting (see Pooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Sale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of true& with IOd x 1.5 nails at 4" o.c. Verify with Plan Concrete N install Simpson MGT into wall using" Lintel i2 x 12 \ into wsi beam send rod set IOdmnails into truss / r� , Column Block Rebar Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL ;.•. AT GIRDER STRAPPING Column to Lintel Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D T pe 2 felt paper using aid male. Substrate�'_ to be 19/3 COX Plywood nailed at 6 o.c. in field and edges with IOd ring shank nails into studs. `1 Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM O (type 2) 30 lb felt underlagment installed with min. 4 side laps and 4" end laps fastened with corrosion resistant tin cap& 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 Additional Precast Lintel „ ,i iaBn #5 bara Lintel Bar Clear A "' Lr CLEAR ength Length Span Bars Bars 1 2'-10" 2'-8" I'-C 2,43 none i •ti" i i i i i 3'-4" V-4" 2'-2" 2,#3 none OPO-OBAT 8108-115AT 8F8-I13/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none a #5 bars CLEAR,••i•.Ca. "7 4'-6" 4'-4" 3'-2" 2,43 none me Row of "H" Block Above `,� .5'-4" 5'-2 4 -O 2,#3 none 5'-81, 4'-6" 2,44 none r ..(c•'; r q Precast Lintel r �.: • 4i- �y Additional ;- 6'-6" 6'-4" 5'-4" 2,#4 none #5 bars �� 1'-O" 6'-2" 2,#5 none BFIL-IB/IT BFIL-IB/2T NOTES: 8'-4" 1'-10" 7'-0" 2,45 none I. min. coverage of steel=1•5" 2, min. bearing required* ea. and=e" ALL reinforcing steel is grade 60. 3. standard for ramf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Do Unit Width Lintel Sree Cast -Crete Specification Rows of 'H" Block AbpYe " " Bottom steel Size Top steel Size Max, Grovitg Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-0 8F8-OB/IT 1 #5 3069 150 1024 L31 2'-L' _��• 3'-I" 4'-0" 811118-OBAT 1 #5 25LI 1363 10 Lis 4'-5' 1 5'-10' 8F8-OB/IT I #5 1105 909 339 1­50 W-O" L'-6" SPS-OBAT 1 #5 1238 $36 121 L40 4'-8" T-0 8108-OBAT I #5 1011 121 1 534 LBO V-0" T-4' BF8-I5/2T 1 #5 2 #5 152 591 1 512 L90 T-O' 10'-6' @rB-IB/2T 1 #5 2 #5 643 530 1 401 L90B 9'-O' 10'-V 81916-I15/2T ONE I #5 2 #5 1533 1183 1 401 1­100 ID'-O" II'-4' 8F8-I5/2T I #5 2 #5 562 444 1 432 LIOOB 10'-0" 1 ll'-4' BFI6-IB/2T ONE I 1 #5 2 #5 1346 1028 452 LI20 12'-O" 13'-4" 8198-IB/2T 1 #5 2 #6 411 428 324 L120B 12'-0' 13'-4" BFIL-I15/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 81"I6-I15/2T ONE I #5 2 #5 1260 L09 259 1­160 14'-0" IT-4" BF111-I15/2T I #5 2 #6 --- 192 M4 1 L1405 W-0" I1'-4" OM6-I15/2"r ONE I #5 2 #5 950 500 M4 - 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 REG. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each trues with (10) IOd x 1 1/2' nails ( 24" o.c.) supppporting Max u IBIOIbs, If Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d ils at each web Aluminum Drip ------ ' J' Edge t Fascia 1/2" that stucco an 3/8' hi -rib lath attached to horizontal and vertical wood 12' framing with nails or, staples to provide 2" X L" Sub -Fast[ no lase than 1-3/4' penetration into horizontal wood framing and 3/4' penetration into vertical wood framing members Kagcan full o vent vinyl soffit installed using 1/8' dia shank x I S' long gals. fooling nails with 3/8" dia. head per product approval - see chart sheet 91 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintals above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Pooter 16" below finished floor 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per Foundation plan 0, Brace Gable and with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss 0 F- LU Ln Lf) 01 Cl �- ul ly . era d wUJIL � I � LU o s u) Q- Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES :>. R 24"o.c. TYPICAL ( shop drawings bg manufacturer Q \R-30 blown fiberglass Q in bottom chord of trusses 1-- -1/2" drywall 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 (1) #5 bar Cont. For bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 Frfoil -insulation on t pical 8" Block walls Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. Uplift ETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet LN091 LN091 rA/- Ar I i WME lie WA ME VE h corrosion resistant tin cap- a yth 1.25H ring shank nails IVA, IN All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type .,M' only proportioned oar FBC R601.1 and Mortar points shall Comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and R C C F (1) #5 bar vent. (typical). -Max. spacing shall not exceed FLAN 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" #10/10 WWM on 6 mil 4" concrete slab with sgh n over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER il VViaueen /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ��I�Illllllllllllllllllllllll�ii�- �i,, dill-�i:,.. 14 TUC)ICaI S&ctlon at Front F) or c Scale : 1/2" = 1'-0" Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiascomcast.net PLU 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 CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION W onne Building Corp. Date Dr IwBn Revisions : Sheet REAR Drawn by: �[ THE STERLING PORCH C.C.U. —( Spanish Lakes RIGHT Checked bg: St. Lucie County Florida D-iZ-Es. OF 5 Comm # 1301 B PANEL "A" Poles OR Load Wire Description circ# circ# Description Wire Load OR Poles 2 40 1.0 kw #8 A/C camp I 2 AHU #10 3.5 kw $0 2 3 4 2 30 4-5 kw #10 40 gal. water HTR 5 L Range U 12.0 kw 50 2 � 8 I 20 1 1.8 kw #12 Pump 9 10 Driler #10 5.0 kw 90 2 11 1 12 1 20 1.5 kw $12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 14 Refrigerator #12 1,2 kw 20 1 1 20 1.5 kw 8112 Kitchen S.A.C. 11 I8 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Waaher 21 22 Recepts #12 - 20 1 1 20 O.al kw $12 Garage Dom Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 24 30 Recepts #12 - 20 1 - 1 20 #12 General Lighting 31 32 Racepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 3L Bathroom GFI #12 - 20 1 - 1 20 #12 Smoke Detectors 3-1 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 11 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. watts sq. ft:) Smoll,Appllance,,Crrrcwt(s),, ,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,, ,Range ................... .................. .............. Refrigerator . , , . , „ . . ........ . ............... .... Microwave ................................................................. Dish.Washer................................................... Clothes..Washer............................................... Clothes,.Dryer................................................ Water Heater Water. Pump .................................................. Garage, Door Opener ...................... 1135 3 5,205 2 1,500 3.000 1 12,000 12.000 1 1.200 1.200 1 1500 1500 1 1.200 1,200 1 1200 1200 1 5,000 5,000 1 14,500 4.500 1 1.800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10.96L Electric Heat or A/C 10,000 90% I 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PI5 Push Button Switch Exhaust Fan me Duplex Outlet Calling Mounted Light Special Receptacle O- 1 Well Mounted Light P F Waterproofterruptergroun fault circuit w Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 4& Flood Light T Thermostat I:= Electrical Panel ® Central Vac E33 I Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A asc A/C Disconnect ® I I x 4 Florescent Light ® 2 x 4 Florescent Light NEE Speaker Hook -Up I I❑ I Intercom H.B Vent thru J_OTTggIt ___ il(o 1 0 1) • s tit i 'till ' G, . '. ' 3 149 CFM IOxioxt, Covered Porch M STER B DROOM GkEAT iy�00M 149 CFm IOXIOXL 12x12xIO Center Reglstaa�1rra B/A 208 CFM on ceiling Ihn 208 PM I ip /I IOXIOxI xlOxl 12x �"" ---- 12 B/A 9 CFM o H.B. ex4x4 LO 1 12 It � I ex4x4 /'- 54 M DINING F ROOM I AT4RH Soffit I I0 11 KI 162 CFM 0 12x1xT 10CX4 --- - I8x44 T CFM 20x�t0 R� I I -F BAT �e�� _ o 1 O O - - - 1 T LLII I 14L CFM i I� n 22" x 54" = Attic Access IOXLx6 I Q Q I with light i 'e 150 Amp em"Panel Meter SECOND BEDROOM GARAGE 12x12xe � l B/A d- r----------------- i I I I I I I I I COVERED PORCH 1 I I I I ®= JUNCTION BOX TO SUPPORT A PAN � � � � � � � � � � � � O Q = THERMOSTAT LOCATION Y UT B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1`0" I. 2. Use copper wire onlgg, no aluminum. Provide and wire all required smoke detectors. Il. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and 4. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply, w/ FBC RM1602 A/C Refri erant lines that are run thru slabs must be 19. The electrical system shall be completely and effectively V sleeved in iC grounded as re the latest edition of the N.E.C. required b y 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required, ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-I" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 #2/0 Aluminum feed I''/s" Conduit --._.. 2"PVC IFP 2" rigid service FPL ELECTRICA A/C disc. 150 PIGS PANEL are U copCap wire r #5 cont. Yebar in slab L RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction l:q Exhaust Duct Thru Soffit - Wire For Front Post Light OT I D§ Opt-0f1'°FfTiT3CR Covereid Porch 1 � w.p. GFIT \\ ry ( i SS- v `''r E A T Smoke / Carbon - - - RO M Monoxide Detector Combo I \ I n s I I C_ L SET MASTER BEDROOM e a ✓ © I I • -- U • • m rPJi`®i�l� 0 w I ( enter ? `--SECOND BEDROOI v @ ./ M PB /\ I � \ w.p. GFI / \ tQVERED 22` x 54` 1 ' Attic Access -with light / - J Optional IFO Am nell location IRc / Panel p IPull chain light in attic / 9 # "h GFI GARAGE Garage II Door /lljJj,,J Opener r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL FLAN 6'-3" Post Light with Photo Cell 4 Exhaust Duct Thru Soffit 14" Exhaust Duct Thru Wall w,p, GFI Install oulet tNT under disc, Q not shown for clarity A/C eter SCALE: 1/4" = I' -Or' Attic Venting Calculatlons FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit Braden it Braden AIA, FAQ g p nne Buildin COr . Date Drawn Revisions Sheet Comm # Architects - Planners - "�" REAR 5-24-18 41-1 S.E. Coconut Avenue B T S L I PORCH Drawn by: E - 1 1�-301 Tel : (112) 281-8258 Fax : (112) 281-8283 RIGHT19 C•C.W. Checked by: g Spanish Lakes E-mail: bradenaia8comcast.net Sr,inr•r FI R4g41L unor�nnnnao St. Lucie County Florida OF 5 =LFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given specal attention y all persons installing trusses. M ss 30'to 60' Span degrees Sprea er Bar I[ss �2 _� I as �_APpm. 2/3 to_� T g Line span approx Line 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must b, set this way if crane used. Truss must be set this way if crane used. T... I" an e.mple. ,our tines may not match. This is on example, truss may not match. Insist crane oerotor sets truss this1way. Insist crone operator sets truss this way. SEAT PLATiES BY CHAMBERS iD ia P fh 12 4.00 I- 6pset=1/4" heel=315/16" I PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 F__ upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL :ATES LOAD BEARING JIRED BY TRUSSES 'LIED BY BUILDER HEIGHT OF 8'-0" /E FINISHED FLOOR 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 1018' - 24, IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED A I R rL--> 1— E F-? M<-->_T IE= 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. ,A DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 14' 22' 22' 14 , I I I I I I 1 1100000- itWN/.iW/010Il i//, li///,li/// Ii//,lMIZEi I 1i//,li////ii�i/ii///i/ � m //////////////////////////////////////////////l/////////d/////// / -- — `IMP00 PM 111011 �j 1 �' 011004,0. ATA s s s•s -7/.10 .01 :. . //I■1�I I�II�GII�I�lII�I�II�I�111\ : �% �'I' I,� N P 'Polo %�I i//�li/////.i%//,R1i/li'i, '/ le I• Ir I� / 1q/ 1� i I I I I Y 3� I I 15'-10" � 5'-4" � ' GARAGE LEFT m C t1*1 INVERTED "V" WEE0 AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 508 POINT LOADS PER TRUSS FOR A/FW —'- ussaa 1 •� ��r��ll�llh• I1I�� ��`��`� ..�Q - ------------------ I�I�I�I�I�I�I®Ifs 1 1 A3 1 A4 t y A5 1 i a5 1 1K\j A5 1 t� ATA ATA ATA ATA ATA ATA ATA ATB ATC FABRICATION AGREEMENT' 'IRIASEa CANNOT Be arARTeo WmL Inf16 Th. ortloo wap«zrwlwr. the IlMeeaM'bslallED a RETURNED . -' The tsrdaratprod IrwtntyMedyas and rim too rrwde In arbt aobord&,rat wbh alro bus PI&eenreM 72. tltloo tab mNrodtyfar d0 „y.sucorwhll febrfwSon of ore t dlogni"''a� - .9 t1nPwwllroulrloticAl oMe'IthevebesnwlC�lodbylfyuldendpled . dMf de0uary praMed by aedMlsd mei b Ctra to Tnus wfitdrh tan `70 ) . whdrsarood eproea the¢ w eegcgtvpa ail be dowsd..In tits 'nw..h.0 tl.ve tAn» f91 bueywe deye N .. m4.7M W Khttsa, at CArnbers eDlfdit. a Y °d° MOWM of•SCSI t-09'aurmy7shaet by TPIb WrC16 deavery. chamber.7rus has do w "Mwob bly b ttw lab ate wk.Na for . bN�of TSws &fu ft be nspolp�ett" �! betbtrss job alb b riot propared for •�'rtprooea M Chambero TIIia Ihse b ratieyyer 9eY'er Is mPo $U* to Clu rribers Tr for °r k net prapvsd for degwry a boo.". IONtb COb1 due g ells Q Plbe u W per bl ureeftr o bobw bro b cabled to ttl by q „I&da M ' • t .�Ydu'• A a P Per hear fee for rER to ra rrray dr dwryed by Chambers TMW • - . :. a & CHASE ORDER b Cholool, Tnm of the ns& &Broad to, or 9 'hi dearsty. Imdoe tea. brvdoe will be In&i0 on dervery rd paid WI Mh temp of root May. be made at adheduted data"bt delovey r 4W cannot wee abonfbyofee for rind tru"t M �rslynrl sry(pses b WY Ctwmbm&.Ttus reaaoneby . dooips vN be added ford sums not pwwlft tomonorot rn, made. tarz !4 per month egvJoe mrry&fwnono"Meetoo ayt� bai temw horsh it, In ' TAMsldondlnp aadA too 96 Matrlal the Undo slpned . t°10p^�Onaa by any or P"y"M when due of any and d WoUlldn. owW b Ghirllbets Tnwa by"rry sMlbr nlodvbp mebobl and boo pray arch me �xw 6ldudlny agortwya {wa%. a Mfatdt Ih ImYawM for nwlsd&Ia�ba�mbads by the . ',a In the event of any tltlyegon cmmnh p thb Ilyfesrrlen(, tloo 4enhs ftartfehed - � the p&rdea errs r ttwt the axle varoo (or arty such ecdon win t1. Dsalph raporwlhlaka we W-Natbrhal Sbnd&rdAnd R9bbmnoor dloctG aldell On For UskV Metal flute Cbpheded Wand Truaaea DATEp - SIONED —_ .^� - . FOR qb�m>Qfbetagl�tledper'73Ca�1'1•ai"bptstietltt�tayg I U. PIP ply trusses must be fastened ' engineeri Before they are set; failure to do so can rr0bult.lneyoof ccollaptle Temporary and permanent bracing are required and can saw we and property and is the rsapomribility of the truss erector. 'Study the contents of the Information packet Included on delivery before setting trusses. Theses must beaetard braced pardaskin b putt ll*"A dwniUe, '.. Trusses must be set pllnnb and sgwre . -• . Do not set bunks or stack of plywood, roofing material or any .. olhei CtOerltrated loads on trusses, this can cause collapse. DO -NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WrM TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC _ 3105 Oleander Avenue Fort Plerde; Florida 349824423 800.551-5932 Fort Plerce 7r2.4S&M2 Fax 771-465.8T11 Vero Beach M 569.2012 Stuart ' ' '"'-'- eM+• r`YauCCpa:7Wrlit tt!, �'draor rc��t? .�; ropresentativn s ,?'I wing app: c•Iztl is NOT a "double check" of the contractor: The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their r ective locatt In 92.0/93.2 MITEK 4.2 !4�proved b [Qj -_,_" �a(e DESIGN CRITERIA' `Braden A Braden-A.I.A. P.A.- County SAINT LUCIE Building Department ST LUCIE COUNTY ---- Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. �, I Top Chord Live 20 N Top Chord Dead 7 4.2 y Mon -Concurrent s Bottom Chord Live 0' w 10 I Bottom Chord Dead 10 3 c e TOTAL Load 37 7.2 1.2C Duration Factor 1.25 Wind Speed 165rnph ` R Top Chord C.B. Sheeting by builder. to 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 K.U.L=Kestralninq Dead Load C.B: Continuous Brad Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildino Desi ner and/or En inleer of Record. Chambers Truss Inc. Drawing Name: M11412 w Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date- 11/14/16 Revised:10123/18 v) FOR 1r-6- ' 3'4- ' S'd" 15'-10" ' Q WYNNE DEVELOPMENT CORP. DESCRIPTION: GARAGE RIGHT STERLING -7,56-1 - PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 J 5 ma7R