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HomeMy WebLinkAboutBUILDING SITE PLAN8'-1" T.O.B. 12" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE 12" thick light textured stucco on typical concrete stucco block construction 2" 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE:: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with 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 staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ L� 5/8" thick x 8"w cut LJ core( finished stucco bands 3 RiGHT ELEVATION 5/8" thick x 8"w cut C finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands I . � Gulf Coast 5upply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" ox. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet N L 5/8" thick light textured / stucco on typical concrete block construction REAR ELEVATION Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at -f:12 unless otherwise noted Ancg 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. 5/8" thick light textured / stucco on typical concrete block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Daore, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TE T E 9iras tion Design Pressure of Approved Tests 1,2,3 14 FLU 239.3 Single Hung SH-100 Impact PGT 5/IL" 1/4' ddia. tapcons w/ min. 1 3/a" penetration to be space per product approval. Contractor shall adhere to sun, edge distances specified in Product approval + 80.0 PSF - A I4-0330.02 Overhead Garage Door Model 824/811 W-O max, width IL'-O" max height DAB �h "vartx� a V11 s' 141 eK"si.. e ire m s s l 6/r""ile tArL ip ,aria m 1r.W �r.os.e momto sin. a i C, e" x iC{W Uors m prolxe awpreir 10-9-21 + 50.0/-GO.O sf p $ FLU 16614.1 Fiberglass $modh Pro/ Jeld-Wan Elva 1/4' die, tapcon with min 1.25" embedment at 3' max from corners and I1.5' o.c. max. theraaPLer in head and samba. + 50.0 PSF C FL# 251.5 Sliding Glass g Door Series 110 SGp PGT I" mom " Type GSA" 1/1' ilia. tapcons w/ min. 1 3/4C" penetration to be spaced pea product approval. ontractor shall adhere to min. 2 1/2 alga distances specified in Product approval ± 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TES EExpiration Date sign Pressure of Approved Tests MulhOnS FLU 241.1 I' x 2 3/4' x .315' PGT Install per fastener tgpe and spacings shown in Table IA and IB in product approval on sheet 5 of Z2. + 58.0 PSF Roof FL# 11651.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2L pe. 5v crimp metal roofing attached to plywood deck using 99 x 1.5' wood screws with self seeing washer at 12' c.c. max si)aaing over ASTM D Itgpe 2) 30 lb felt underlayment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails speed L o.c. at all lays and two staggered rows 12" o.c. in ruld. Attach deck to trusses using attachment detail on rod plan - 108.5 P5F Siding Stucco an Block Soffit FL# 12198.3 Model oft vented Vinyl Soffit Kaycan Ka can US x1 using" o d screws atteachatruss.o Install soffit to fbattensiusing&rig +55.0/-35.0 PSF PanelsF::-� - I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 `SLOPE 4 SCALE: 1/4' = 1'-O" 12 -,E�LoPE 4 ALLMMUFAMPIES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED '*,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 #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails %scad 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach eck to trusses using attachment detail on this sheet 12" .H. /61 - 6 ST. LUCIE COUNTY BUILM REVIEWED FOR COMPLIA C REVIEWED BY SITE OR NO IN "KEPT ON JOB WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONS61LITY OF THE CONTRACTOR OF RECORD, 8'-I" T.O.B. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. 0'-0" = Finished Floor 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field end edges with IOd ring shank galvanized nails into truss webbing. 12 I SLOPE 1,4 T.O.B. 2„ _ O a❑❑ ®®®® 5/8" thick x 8"w tut n ® loom coral finished stucco bands Islicim Finished FloorFinish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: 1/4' = 1'-0' 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board -­-, 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition _ nts Braden it Braden AIA, PA Wynne Building Corp. Architects - Planners 41-1 S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 BFax : (112) 281-8283 S anish Lakes E-mail: bradenaiascomcast.net S Lucie County Florida Stuart. FL S499L UAACOOOOS2 . q --- 5/8" thick x 8"w cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WiLL CONTINUE FOR ONE YEAR FROM THAT DATE Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: IL5 mph ultimate Mean Roof Height: '-O" Roof Pitch: 4.12 Internal Pressure oe -dent: ±O"I8 Subuectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.LIDL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pet Roof Zone: 2. +201/-51.0 psf Roof Zone: 3" +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3r-48 Components it Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 Psf Well Zone: 5. +35.8/-41.8 psf Components E Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walla Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detar a Provided? Yes Minimum Sal Bearing Pressure: 2,500 psi, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IM ACT PROTECTION FOR O NC ROOF LIVE LOAD: 31 pet ROOF DEAD LOAD: 10 pet FLOOR LIVE LOAD: _A5- pet FLOOR DEAD LOAD: sf JOB ADDRESS: \� MODEL: Date Drawn Revisions 5-24-18 REAR Drawn by: PORCH RIGHT C.C.U. Checked by: D.R.B. SCANNED BY St. Lucie County 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Wells Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet Comm # 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 high by 4" diameter steel crash post. Floor proceeding with Work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Re uirements. expand°n""bolts into q slab l3/8 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. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o �T 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 P.S.I. grout mix 13/so 2 2" 6, Drywall at ceilings shall be leveled and attached to bottom chord �° of trusses with screws per FBC R102.3.5. 0 2,2 7. 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. EE II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. �2" �. 12. Lowest finished floor to be set bg 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 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 R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x V P.T. Buck nailed to 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. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C00, C931 C°f60, C1002, C104-1,CII-i1, C1118, C12-18, C1395, or C139L and shall be installed LI according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizin o tions for g p drywall into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or Sd cooler nad OR 0,080" dia. x 15/8" long with Walls Either 10 8" 14" Direction 15/64" head R Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 11. 12" 13ga 1 5/8" long with I9/44" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR 0.092" di 1 1/8" long with Walla Either I6" a 16" Direction 114" head OR Ggpsum board nail O 0915" dia. x I l/8" with 19/64" head. install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o_c. max. from each corner and 20." o.c. max thereafter at head per product approval AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1-16 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq, ft. Total Cubic Ft = 11,192 2" VTR JIL I I I 21' VTR JiL Me terr'� Bath Lev. I 1 2" Lev. I 1 q' 1 w.C- 2" VTR IL 3" I 1 Shur. Kit. Smk i I Kitchen 2' I I I Lev. 3' w.C. Bath #2 shw. 3' C.O. To Septic PLUMBING RISER • • I I" x 6" P.T. Buck nailed to V block with case hardened nails Head prior to door attachment fixed door Use 3/14" tap -con with sliding door 11/2 penetration at 6 o.c. max, from each corner and 20" o.c. max Masonry Wall thereafter at sill per product a proval n 19. ALL ceramic the 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 CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an 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 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self scaling washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" 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 12 with (10) IOd x I I/2" Wade PRE-ENGINEERED TRUSSES l 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101be, uplift (shop drawings by manufacturer) Aluminum Drip Edge t Fascia '\R-30 blown fiber lass in bottom chord or trusses 7ta I/2" drywall with smooth finish 2" x 4" Sub-Fasc Kagean full o vent vinyl soffit installed using I/8' dia shank x I5" long gals. roaring nails with 3/8' dia, head par product approval - see chart sheeta1 5/8" thick light textured stucco on typical concrete block construction Two rows of beam block filled with concrete and (l) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over In x furringg strips at It. o.c. with R4.1 frFoll Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) T ro 95 bar vert. w/ 30" overlap at each filled cell Wood Base FIII cell with concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings J. 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill I Grade I ME III=III III -1 ':` 111111111�1111111�111111�111111�1 '''11 I I1 I I_ I''' -ill l i i i 1 14" x 14" Concrete footing 14" with (2) #5 bars cont, and #5 T Y F I C A L SECTION transverse bars at 46" O.C. Scale . 1/2" = 1'-0" Bottom Track Typical Flooring 7 Sill Install SGD thru buck into block with 3/16" tap -con with S I I d i n g Door D t a 11 11/2" penetration at 4" c.c. max. from each corner and 20." o_c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS UJIndow Schedule Mark SiZe Rough Open. Window Description PRESSURE ZONE I. 4'-S%a"x 5'-3 %a" 54%a"x 43i4" Single Hung ZONE 4 2. V-2Ys"x V-3 %" 15" x 43 %," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21Y2"x 38%" Single Hung ZONE 4 4. '4'-5Ys"x 4'-2 vw 1 54Ya"x 54Ya" I Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X C-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 4'-O" X 4'-8" hot 14" x 81 %2" d e;�' Sliding Glass Door I ZONE 4 D 2'-0" X 4'-an Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 i/2" E 2'-4" X C-Su Solid Core - Wood - 4-Panel F 5'-0" X V-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x C-8" x i %q" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 4-Panel J 2'-4" X V-8" Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X 4'-e" Solid Core - Wood - 4-Panel - Bi-Fold L 1'-6" X C-8" BI-FOLD ALL Exterior doors to Withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction a Y 10'-0" IL 10'-C" 14'-0" Opt. PATIO/SLAB Q Q o 0 ° ° EGRESS ° 12" x 12" Concrete column ° block filled with concrete and (2) #1 bare vert. tied into lintels above 12'-8" Covered Porch O ° o 1 1 1 1 oO 1 1 1 1 IF)IF)m° o ° 1 © MASTER 1.9 BEDROOM 8'-0" to 8" A.F.F. to Vault d Ceding 8'-0" A.F.F. OL`r Flat Ceding G EAT OOM o I Rod Shelf o I r snit to be a I y2 11 h H.B. (V 8'-O" to T-8" .F.F. AII 2" x 6" knee -wall Vaulted Ceilirtq below counter top ne J ° I L SET it DINING I ROOM F all LRod Shelf gBN£T ,a H °f ° R---T •� ' Yaroty to be I / B A T a , ° 34 Y2 "high I °�� 13'-O3/i" �Y4nHigh (wall o l 3'-8" KIITCHENo 8u i - - 1 iV - - - Vent throug rger wall fiver-fiang I H are 8'-0" A.F.F. °I ° Flat Ceding Upper cabinets to O I0'-2" 4' '-O" extend over ef. " filler BATH _rrp'h's I V Rod i Shelf " �O �\ - - - - - - 18° CV ® N iI' u l -A 9e laedagen OEn 1 ir��'..�✓/!/ . tail Steel Ballard 1 ea etad on this cheat g F L rc n O v I 17„ 22" x 54" Provide auto Attic Access closer I ° - Q Q 2"" L _sith light - J Flat Ceiling 13' 6'-0" 4„ IS p Meter m Panel SECOND �; BEDROOM ErGRG Y GARAGE ' T 8'-4" A.F.F. O E ° Flat Ceding ° - N EGRESS r-----------------i p ° Block wall in I i ° I garage to be i "r T struck block l 3'-1" 1U. O_ I I 0 O COVERED 12" x 12" concrete column block filled with concrete end (2) #1 bars vert. tied FORCH in o lintels above I ® I ° 2•_8", 2'-8` V-511 91_01, 3,_5," 5'-4" 15'-10" 36'-0" Install windows thru buck into black with 3/I1" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter pt Jambe and 20" o.c. max. Exterior face at head and sill per product approval of wall - / \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SiLL BLOCK PRIOR TO BUCK INSTALLATION NTS Exterior face Attach buck to block wall with 1/4" die. Elco conic 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 m i r 98 Wood screws thru jamb into buck 'at each hinge and 15" o.c. max and prior to door attachment NTS .7 1 r�Ul� I UN� /"_�1__ INLJ I >_.7' I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,600 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS q• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL, POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL Il ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: I-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND I4. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. l• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responslble 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'—O" 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. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filed cell,SECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade oo� 14" TYPICAL FOOTIN =1111— 14% x 14"d concrete monolithic footing with (2) #5 bars cont. DETAIL 4" concrete slab with fibermesh OR CxC 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 cost- bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" IT x 12" concrete column block filled with concrete and (2) #1 bare vert. tied into hnteb above Top of Tooter 16" below finished Verify house slab height in field 30"x30"xl6" concrete column footing with (4) #5 bars each way ETAIL SCALE 1/2" = I' SCALE: 1/4" = 1'-0" Termlte Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR VxV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL #5 bar Vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. 45 bar in curb \ Grade SCALE 1/2" = I'-O" wil 4" concrete slab with fibermesh OR 0XV #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill 111, III1= Z,,14% x 14"d concrete monolithic footing with (2) #5 bars cant. 14" GARAGE CURB DETAIL SCAI 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 Garaqe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET W. 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 Single Filled Cell Column NTS Filled Cell Masonry Column With One 95 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS a v 2" 10'-d" 12" — LE — — — — 14'-0„ I � I 10pt. PATIO/S A� All to - 4 Or-- — 1 ° -J© FI I I Rear Patio/Slab r 1 lu to be poured separate F4 iL from the house slab. 12'-8" T Q a 4 O I J Thicken footing to to to 24% x 14"d x 24"L I FI 1 under filled cells O under girder bearing. I 00 1 ° ° lO0 O ° O N I r — — — — — — — — — — — — — — — — — — — — Rear Pa—tio/Slab to I be flush with bottom of FI sliding door recess. I q - U rn Slope 1/2" ro u _a 1 I u °in _i1 i. " _' I I I 01 FI 0 1 1 I a Vanitg to be 1 4" concrete slab with fibermesh OR 39 "thigh—��I H.B. ■ I CxC #10/10 WWM on 6 mil Visqueen over 1 clean compacted termite treated fill7 0 FI I °I ■ I° Ln V ° Ln o 1 I I °❑ I ° Oo �2 ❑ I 4'-0° a I f -' ■I 1 r - - 4"4 Steel Ballard 1 I i 1 »filled w/ Concrete �<1 00 1 1 I`q #I r 0 QUc QI�I "-tea I FI I I Iwo I 46) ❑ I FI 11 tj E'` 1 r f—D ❑° ,-, a a °) 3 0 in C 1. F I 1 lo- ❑o O� I lil a FI ■ o — — - — - — — T_r_r_r_r ° I 1 I I I I ° ❑ ❑ I L 1g, F5 1 I] I [L u= 1 O I® I xx :a 1 `n iL 6„ 1J) 1 0 I r � 4 Ot ---- Recess for �5 —� ° a� — — — — — — — — — — ° I — o ❑° inin G a r age LJ oor o 0 ❑° 0 _ o I_ 12" x 12" concrete column block filled wi h concrete and (2) #1 bars vert. tied into lintels above 3'-5" q'-O" 3'-5" 3'-4" 5'-4" 15'-10" Ne 36'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #S BARS CONTINUOUS F 30" x 30" x I64D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS n 1�J 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these plans -For zone 3 Ke Area Ede Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Verily with Plan Concrete 12"x 12" /Lintel Column Block y#"1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attachment NTS BEAM SCHEDULE Mark Size and Descripition Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90e band bar with a 10" min. lap at top bar. Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel. ` \ Provide Cast -Crete 8UB-OB/OT precast lintel set in mortar-. Min. 8' Bearing PT Buck jProvide I.''...i heto etalser fillaidamb cel 1.41 it J 4" Pre -cast Sill GfFI -"—Poured Filled Call Provide #5 bars with min. 48 bar diameters overlap in Filled cell. Tie 7lled cell steel into continuous rooter steel. Concrete Footing — (see looter schedule far exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-O" 1/8" thick light textured stucco installed per ASTM C 926 over ASTM O type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tyype 2 felt paper using ad nails. Substrate to be 19/37 COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. lag of true& with 10d x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woad screws with self sealing washer at 12" o.c. max spsacing over ASTM D !type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end lapa 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 o LINTEL SCHEDULE Mark Window or D Unit WidthSize Lintel Cast -Crete Specification Rows of 'H' Block AbOYe " Bottom Steel 5ize Top Steel Size Max. Gravag Load (PLF) Max. UphPt Load (PLF) Max Lateral Load (PLF) L22 2'-2' T-6' 8F8-OS/IT 1 #5 3069 1569 1024 L31 2'-1.' 3'-1' 4'-O" are-OBAT 1 85 25LI 1343 163 L46 4'-5' S'-10' 8128-OBAT 1 #5 1105 909 339 L50 5'-O' C-L' 8F8-OBAT 1 #5 1238 836 121 L60 6'-8" T-0 8118-OBAT 1 #5 1011 121 534 L80 8'-0" 9'-4' BF8-8/2T 1 #5 2 #5 152 591 512 L90 9'-0' 10'-L" are-IB/2T 1 #5 2 #5 (43 530 401 L90B 9'-O' 10'-6" 819I6-I5/2T ONE 1 #5 2 US 1533 1183 401 LI00 10'-0" 11'-4' BPS-IB/2T 1 #5 2 85 582 444 452 LIOOB 10'-0" ll'-4' 8FI6-IB/2T ONE 1 #5 2 #5 1366 1028 452 L120 17-0' 13'-4' 8F8-15/2T 1 #5 2 #5 411 428 324 L120B 12'-0- 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0' 15'-4' 810I6-I15/2 r ONE 1 85 2 85 1260 409 259 LILo IL'-o' IT-4" 8F8-8/2T I #5 2 #5 Soo 142 144 LI60B IL'-O' I1'-4" 8FI6-IB/2T ONE I #5 2 #5 960 Soo 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2' nails — f 24" o.c.) &upporting Max. 18101bs. uplift Aluminum Dnp _ci Edge t Fasa 12" 2' x V Kaycan fill o vent vinyl soffit mstalled using 1/8' dia shank x 15' long gals. roe/mg nails with 3/8' dia. heed per product approval — ass, chart shoat #1 12' x 12' concrete column block filled with concrete and (2) #1 bore vert, tie into lintele above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter IL' below finished floor 12 4 into Aluminum Drip - Edge t Fascia Flash and Counter Flash Nail ledger to gable end truss with (2) IOd " I at each web \ 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Brace Gable end with 2" x 4' SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss Ltl LU to ` L1 )- LU E LU o O C4 d LU LU `� I ,z o � Q- N Brace Gable end with 2" x 4" SYP #2 min. Oft back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WOOD TRUSSES >. 8 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown fiberglass in bottom chord of trusses I/2" drywall wth smooth finish Two rowe of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. For bottom row over openings 1/2" drywall over I" x furringg strips ai IL" O.C. with R4.1 Frfod insulation on topical 8" Block walls All drywall to be installed per FBC R'102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M' only proportioned or FBC R601.1 and Mortar joints shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 10 LU 2 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift QA 5 TA 20 Strap truss to wall using Simpson MGT with 5/8' ilia. threaded rod min l2" embedment with into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet Miff 1112, Via IOWA 10 I JAM l MEN F's 0, 'A VA EA WE W" I witape fastenedaced 4 Attic Access 0 7 Fill cell with concrete and O O A Rear Patio/Slab to !D #5 bar vert. (topical). be flush with bottom of Max. spag shall not exceed sliding door recess. 48" unlesscinotherwise noted Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET i. Base spacing at openings Step per foundation plan 4" concrete slab with f ibermeeh OR - ROOF PITCH A T 4 :12 UNLESS OTHERWISE NOTED O N THIS SHEET Vxb" #10/10 WWM on L mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER a Slope per foundation plan r clean Compacted termite `treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. IIII 11-1—II11-111i � lIii Iiii 1�1 . iiiIIIII=IIII=IIII— - ALL TRUSS TO TRUSS CONNECTIONS BY— 11- TRUSS MANUFACTURER 1=1 - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 0 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Ar;glln . 1/')" = r'-n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCT F1�1 "" 3 Tublcal Section PANEL "A„ Poles BR Load Wire Description circa circa Description Wire Load DR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU mo 3.6 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. we HTR 6 L Rana #6 12,0 kw 50 2 l g I 120 1.8 kw #12 Pump 9 10 Dr er 410 5.0 kw 30 2 II 12 1 20 1.5 kw 212 13 1.4 Dishwasher #12 1.2 kw 20 I 1 20 1.5 kw #12 Microwave I5 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m la Racepts #12 20 1 I 20 1.5 km #12 Kitchen S.A.C. 19 20 Racepts #12 - 20 1 1 20 1.2 kw 212 Clothes Washer 21 22 Racepts #12 20 1 I 20 1 0.81 kw 912 Garage Door Opener 23 24 Recapts #12 - 20 I I 20 1.4 kw #12 26 26 Recapts #12 - 20 I I 20 1.92 kw #12 21 28 Recapts #12 20 1 1 20 #12 General Lighting 24 30 Racapts #12 20 1 - 1 20 #12 General Lighting 31 32 Racepts #12 - 20 I - I 20 #12 General Lighting 33 34 Exterior GPCI #12 20 1 - I 120 #12 1 General Lighting 35 36 Bathroom GPI #I2 20 I I 20 #12 smoke Detectors 3-138 General Lighting #12 - 20 1 I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I - sinare i1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) Small Appliance, _Circuit(s).„....... ................... Range 1.1 Refri erator Microwave ..................................................... Dish , Washer Clo;has. ,Waa#ler.................. .... I ........................ .Water. Heater ................................................. Water. Pump ................................................... Garage, Door .Opener .. . . ........... . . ... 1135 3 5,205 2 1,500 3000 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 I.900 I 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 940% 1 0 10,94L Electric Heat or A/C 10,000 eL5% 1 10,000 10,000 Calculated Load Watts 30,9L4 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Le end S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -S5'- Exhaust Fan =49 Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Well Mounted Light p aterproo ground fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack F&7 Carbon Monoxide Detector 42 Flood Light TQ Thermostat ® Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Calling fan © Television Jack Telephone Jack Aoisc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up I❑ Intercom H.B. Vent _thru___ Soffit Opt. PATIO/SLAB 149 CFM IOxIOxL Covered Porch M STER B DROOM G EAT OOM 149 CFm IOxlOxL 12xIB/A Center Reglate��rra 208 CFM on ceiling ibn j , � l i IOxlOxl � I OxlOxl ,�,., ,[� 12xB/A ---- l3/A ° 9 CFM H.B. I �a 8x4 L O C) 12 I I 8 x4 54 M DINING I '�/' _ _---Vent_thrrp ROOM I ,,% ° i-����-- SAT Soffit I° 162 CFM l2xix1 10 x6 b 15 CFM 21040 B A T Pei In_gj I _ I r I w I #I 14 i > I�„ 22' x 54" 144 CFM = Attic Access 10 X6 I Q Q I with hot I L------ '�-��� GO Amp �mrc4"-n Panel 0 Nmeter SECOND BEDROOM GARAGE 12x12x8 � l B/A .[- r----------------- i I I I I I I COVERED PORCH I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN � � O = THERMOSTAT LOCATION Y OUT B/A = BALANCED AIR SCALE: 1/4" = 1`011 Electric Notes: I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 11. it is not the intent of these plans to show every minor detail S. 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 G. 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 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements, meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 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 effectivelt� A sleeved in VC required b y grounded as re the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed s stem shall be full operative. Fees, 13. Contractor shall pay for all 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'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 A/C disc. SO, #2/0 Aluminum feed M 1 i'/i' Conduit -_-, I PANEL 2" PVC 1 2" rigid service PPL i to �s£5 �cont��s�ar in` slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs_ NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden III: Braden AI A, FA Architects - Planners -41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (772) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 3499L #AAC000032 Opt. PATIO/SLAB MASTER BEDROOM Cover(Ad Porch 1 , w.p. GFIq) \\ ry I SS'� EV :V] r. EAT R O M Smoke / Carb monoxide Detector Combo 1' n S I - n- iI @ZZ LI SETN N II I I I I �- DINiNG"- ROOM P I ' �-C,'if GFI I \ ' KITCHEN I\ N lMonoxr a Detector I HIME6 S" Combo H.B. rl I�3I�� \ A H 50 M h / Exhaust Duct F Thru Soffit \\ INC VI+ T V enter UT ` --SECOND BEDROOI�i � v PB /\ I / \ Wire Front Post \ Light w.p. GPI \ �QPv0_R7C41 I ti+ N 6.1-1) %ll1111� 42"h GPI I , V +22' x 54' ' Attic Access I / with light Optional 1510 Amp location Rc Panel lPull chain / light in attic / GF1 GARAGE Garage Door Opener r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I 5 IL" Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall p_ GFI Install owlet in under disc. ot shown for clarity A#/C eter ELECTRIC/4L PLAN scnLe: 1/4. - 1-01. L'-3" WL4nne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Light with cell Attic Ventino Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = I4.I6 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 5-24-18 REAR Drawn by: PORCH RIGHT C,C.U. Checked by: 0-R.S. Sheet E-1 OF 5 Comm # A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should biiiiiiiiiiiiiie read given special attention by all persons installing trusses. 30' Span or less A 30' to 60' Span o degrees Sprea er Bar or I�ss /2 _� ' Ifa9—Approx 2/3 to 1 T g Li*_ne span approx. one 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Trues is an example, per truss may not match. This is an example, truss may not match. Insist crane operator sets truss this way. Insist crone operator sets truss thisway. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A For Truss to Truss Connections see hanger/connector 11 schedule in engineering SEAT PLAT M M a Carrying Girder Nails must be as shown. Gulde tabs Dome angle nails. BY CHAMBERS 12 4.00 r— __ 8, 1z z.00 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 1- upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 7/1 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUS` -S 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 18'- 24' IN LENGTH A Do not Stand on trusses until they are braced per BCSI & properly nailed to straps & hangers ALL TRUSSES ARE TO BE SET AT 2•-0: ON CENTER EXCEPT AS NOTED AIR HANDLER IF= 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 I I I I I I 15'_1 p° I 5' 4" I 3'-4" l 1 V-6" DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEA}(_ CONSULT BCSI 22' 14' I I I I I 'i✓` e A 1� MEN Y Oil NNE INVERTED'V' WEBS AT CENTER WAY B.C. PANNEL- LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR AM •� % �I�IUI.I�II� I=I=I IWI I ®I�IMimi ATA ATA ATA ATA ATA ATA ATA ATM ATC :t.. h II59 119 11n 11n Ilm III III I I I 1 1 11'-6' 1 I 5'-4' I 15'-10" FABRICATION AC; ENT' - nal"onm theeipnpSTARTED wethWnL Rp AeREI;YYEMT mix NW a RMRNED laoperTyafias the lrtwsos w01 ba In t W is:III go solo for . aaoadance veldt f Wee ' 2..Mdmavkra'rnn'au:�mY«lhill" 1Vmmed f!y tlH m.l" Ny°"L . A tAeni rotten noticedispif 6f delivery Me awe" "Wid no N Provedad by caNded met fo such willien nation is bell WE be Owed.. In todap In 4. The at>bglb�s atheehtNaso, at Ctlanlbera . A jTd ftft$. dPt ur'BCSt I.W surrnnefysheat by TP16 VVTCA, daN'arY. Cltamben Tnna Itas tits a�"m�w;ny to Eeta�ilt�b„ „,to m*e IM lob alto .taaa6le for . 71re "buys b , mWous for duenp M"nanslW ddlflaml de0vm�r wilN V Chanbxs Thasd �l'01N °n4'• ; Quyer N redebw iee nslbN to CltrPr" T or boyar b Iwf prepefed far d*4wy of y B. let" as shown r1 paraBriWt 7 below oDau due to ate Cdi,NYait A i60 Per hourfes for revNlorts aabla� t 0 M any dwipse em.1 da ki , T This Is a PURCHASE ORDER to ' dMDad b➢ O nlbere Tom' ' igmernmd a neeso'"s pdce, Invoke Mt be nm& o dda of 1l» elan agaesd lo, or P . lei dillfty. Imvk* MY be nude at admit ded date"Uf deWay canine of tier &Rvoly of febdOW trtse L The tindellakned .prose kr . oPa w0 bye �eedd semiSCIII11ball; In s not a PeYmand not tNte�f made twift.l12 %� �elle , & slprtelure or INS ■nrwhere an tl N s1aM co "nallbden . &In caglderaflon d Chambers thisruse Wreenteni to ep tame harebu taloarmtlonab tluaarrNa P81101mbersT whatcnedBl for #6 matedel the undweigneal .I .. entity anY' and at lMebtedrnes owed to 111dObtedMaTl .a" r000lft mated.! and the y wwasbned a0rmee to Pay such i p attartlely fees, u aer ue h PnYnlen for metedal be made by the } '10. IIn the event of any apefbn Inc thisapraaront, the tune tumNhad hereunder Or PaynlsnlN referred to ItaMt, the padNs pyres VW the 400 urine for aW each heaction well b 11. DOMW t pOFISMi tla are Pa-Nedonee SNndardl /4a RerbfmmndeaOuWaMes On . . Rospaa0tlidos For Cwwucfbn U*hV Metal plate Coruta d 1 Wood iended ANSVTPUwrCA 4 - 2002"" .. DATEp - I3roNED .^� A rbarmaybe res}�sdper'13C511-03"to �g Muldpte ply trusaea must be fastened together per engineering 6 *fors they are set; failure to do so can nasultin roof collapse. Temporary and permanent bracing are required and can save fife and property and Is the responsibility of the mars erector. 'Study the contents of the InfornZtIon packet Included on delivery before seWrtg trusaubsr, ;Ylssee rraet b..etand braced pa;dsWp„io p,sl,�t,y 3 Trueses must be set plumb and square Do not not bunks or *tack of plywood, roofing material or any 'othei A061ontrated loads on trnep. this can cause colla DO -NOT SET TRUSSES USING MIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Aventle Fort Plerde; Florida 3498,1!.4423 800-551-59312 Fort Pierce 77248&=12 Fax 772-4654711 Vero Beach 7T2-68S-2012 Stuart '772-2116-3502 ' ^UA,X0O0CT0r ITSSTr'.raY > . ec Vs representative's shop drawing approval 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 gr vity and uplift loads and their res a •rive locations. 92.0/93.2 MIiEK 4.2 DESIGN CRITERIA onpOVedey - - —._J; b -_-- County SAINT LU ' don A.I.A. P.A. 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. 0.`I Top Chord Live 20 1111 Za Top Chord Dead 7 4.2 s Bottom Chord Live 10 Non Concurrent r6l o I Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 Duration Factor 1.25 r_ d d = Wind Speed 165mph W 10 Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. N N Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L =Restrainin Dead Load C.B=Con1nuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Narne: M11412 W Scale: 1/4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: r n Date: 11/14/16 Revised: 10/23/18 v) FOR Q WYNNE DEVELOPMENT CORP. C DESCRIPTION: .1 5 (1 1.-:,1-7 GARAGE LEFT GARAGE RIGHT STERLING PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 /I 1�/lhtaM6la 66