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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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" 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 acing over ASTM D 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 end (type 2) 30 lb felt underlagment Installed with min. 4 side laps and 44 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 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 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 dock to trusses using attachment detail on this sheet 12 12 4 SLOPE OPE 1.4 8'-1" T.O.B. 8'-I" T.O.B. 12" 2" 2" 12" O.H: H. H. O H. C © c thick light textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands 0'-0' = Finished Floc 0'-0" = Finished Floor OIL �4 - - - - - - - '7� - - - - - - - - - - - L== L= - - - - - - \ 5/8" thick x 8% cut Finl h Coumns with 5/8" thick light textured / Finish Columns with coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral finished stucco bands block construction finished stucco bands LEFT ELEVATION REAR ELEVATION SCALE: 1/4" = 1'-0" E L E V A T I O NOTES: SCALE: 1/4" = 1'-0" - Overhangs at 1' unless otherwise noted on Roof Plan Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 - ROof pitch at 4: 2 unless otherwise noted 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x I.V wooscrews with self sealing washer at 12" o.c. max spacing over ASTM D _ An changes t0 his plan Shall be submitted to the architect (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V and Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood ga. re crimp metal roofing attached to plywood deck using over x L5" f or approval I n W I t 1 nprior t o starting construction. sp,cad 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach wood screws with self sealing washer at 12" o.c. max spacing over ASTM D /� I Window II deck to trusses using attachment detail on this sheet (type 2) ne lb felt underlagment installed with min. it aide laps and 6 end Return ALL Stu e o Bands Into W I n d ow or Door. 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 uaIng attachment detail on this sheet 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 Plywood nailed at 4" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 SLOPE 4 SLOPE 4 B'-I" T.O.B. 2„ 12,E 8'-I" T O-r, .B. H. 12" T2., H. 5/8" thick x 8"w cut H. ®®®® '. 5/8" thick x 8"w cut ❑: ❑� Cora finished stucco bands 3 O m coral finished stucco bands cut 5/8" thick x 8"w coral finished stucco bands 5/8" thick light textured®® stucco on typical concrete - - - - -block construction - - ----------------------------------- _ _ _ _ _ _ _ _ _ _ O'-O" -Finked Floor Finish Columns with a 1-40Finished Floor 5/8" thick cut coral 5/8 thick light textured FIL -°'-4" A.F.F. finished stucco bands stucco on typical concrete--� block construction I WED FOR RIGHT ELEVATION FRONT ELEVATION CODE COMPLIANCE SCALE: 1/4" = 1'-0" SCALE: 1/4" to 1'-0' ST. LUCIE COUNTY 13C)ICCp ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE E Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows d: Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Ez 8pI tion Date Design Pressure of Approved Testa 1,2,3 t4 FLU 239.3 Single Hung SH-100 Impact PGT 5/I6" 1/4" dia. tapcoiu m/ min. 1 3/8' penetration to be spaced par product approval. Contractor shall adhere to sun. edge distance* specified in Product approval + 80.0 PSF - A IL-0330.02 Overhead Garage Door Modal 824/e11ah 9'-4""max w dg IL -O max height DAB Ithsl �qr&v� ;n „;Rh �..K. 5 s, ; ",, • "rya""�ae� e k > env " 15/B' /di thntl Ip .mum ... '6rs"a'le t t.ne.ma nm. d . ' �dy &a os- GC t. mmtip elh.r. t. pr.auwt s➢prwd 10-9-21 + 50.0/-GO.O sF p g FLU 16614.1 Fiberglass gmodh Pro/ -Wen Elco 1/4' din. tapcon with min 1.25" embedment at 3' max from corners and 11.5' o.c. max. thereafter in head and iambs. + 50.0 PSF C FLU 251.5 Sliding Glass g D Series 110 9GD PGT I" non Type "GSA" 1/4' die. tapcons w/ min. 1 3/4C' penetration to be spaced per product approval. ontractor shall adhere to min 2 I/2 edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model ti# Manufacturer Attachment Method TEST p ration E� Da Design Pressure of Approved Tests Mullions FLU 261.1 I' x 2 3/4" x .315' PGT per fastener type and spacings shown in Table IA and IB In product approval on sheet 5 or 22. In + 58.0 PSF Roof FL# 11651.12 5V Cnmp Metal Roof Ing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using a9 x 1.5' wood screws with self sealing washer at 12" o.c. max seating over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion rerstant tin caps and with 1.25" ring shank nmis spaced L" c.c. at all laps and two stagggered rows 12" c.c. in field. Attach deck to trusses using attachment detal on rod plan -108.5 P5F Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kai Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using As. x 1.5" Iona ring shank site with S/8' dra. head. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record FOR ONE Y AR FROM THAT DATE 2" x 4" top pit I/2" drywall ceiling on truss bottom cord e PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: I1.5 mph ultimateIHI Mean Roof Height: _]I'-p" Roof Pitch: 4.12 EI Internal Pressure Coefficient: ±0-18 Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.G = 0.126 rygTM 1/2" drywall on Adjustment factor for Exposure Height: ASD design 2" x 4" studs at W' o.c. 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. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components $ Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 paf Shear Walls Considered for Structure? Yes ® = Roof Zone 2 Continuous Load Path Provided? yea Walla Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE 2" x 4" P.T. bottom plate Minimum Sal Bearing Pressure:2 base-boardJr-9 .500 psi, Presumptive: X By Test: psi <•,• -: sr ;,r%%;.r•..b;':, r., s'.-';<.:..,a ::,;-t_>;:;;t:;..::::,:p •.ia:g.,,-:: <.r:+•. SEE PRODUCT APPROVAL FOR IM ACT PROTECTION F R O ENINGS to Corner Zones Roof Zone 3 4" concrete slab ^with fibermesh OR ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf 6"xV 410/10 WWM on 6 mil Visqueen over FLOOR LIVE LOAD: -ii- sf FLOOR DEAD LOAD: 10 psf clean compacted termite treated fill Interior Non-BAring Partition JOB ADDRESS: J-2- C-0"67 lo"i nts Braden Braden AIIA, FA UJQnne Building Corp. MODEL: 5-24-18 1SY Date Drawn Revisions : SCANNED Sheet Comm # Ar Itects -Planners St.LuCieCount9r 41 S.E. Coconut Avenue T H E STERLING 'R Drawn by: 1 Te : (112) 281-8258 CYagn*' Rq�.� n I . i�-301 Fa ('1'12) 281-8283 RIGHT C.C.U. E-m I: bradenaia�comcast.net Spanish Lakes Checked by: Stuart F 34994 UAAC000032 St. Lucie County Florida D.R.B. I (J OF 5 FLOOR PLAN A EA CALCULATIONS 4" CRASH POST DETAIL a" Io'-o" I " 10' "- _ 14'-0" ED TYPICAL NOTES: SCALE I/4" = 1'-0" N.T.S. Living A/C = 1,414 sq. ft. 31" high by 4" diameter Front oreh = 153 s ft. )N ; n IS PERMIT I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor q" proceeding with work. Flange with 4 - 3/8" Rear oreh = 116 sq. ft. Opt. PATiO/SLAB mansion bolts into 2. Contractor to STRICTLY enforce ALL OSHA Requirements. °P era e = 3 s t. 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla (3/s°t so ksi steel plate) a minimum 1,400 P.S.I. fiber stress. c" _O I Under Roof= 2,124 sq. ft. 4. No dissimilar metals to touch. � " 2h" To I Cubic Ft = 11,192 o ° oo1 00i uI IE:) S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.EGRESS O ALL Concrete used for vertical filled cells, cont. tie beams etc.. to in 2" VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Baia"° �' JIL ° 0 12" x 12" Concrete column Cl L. Drywall at ceilings shall be leveled and attached to bottom chord m block filled with concrete and 4" 2" V I r (2) #1 bars vert. tied into of trusses with screws per FBC R102.3.5. o o I lintels above 1. ALL wood in contact with concrete shall be pressure treated. I Covered Porch O 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 21' VTR O 9. ALL plumbing fixtures to be low flow. Masterr'� JiL O 10. Contractor to Provide Drain at water heater in accordance Bath 1 i ° O O ° �] ° O 00 with the current edition of the Florida Plumbing Code. 2' Lev. i O 1 0 =° II. Contractor to Provide a 2'-8" wide door at one bathroom for 2h" 2ih„ Lev. I MASTER ° - handicap accessibility requirements. ' �2" +• 1 2" VTR ° B E D R O O M 12. Lowest finished floor to be set by Governing Building Department ` I JIL e'-o° t°1.9 A.F.F.n�U_ surveyor to Set in field. 3�. I I "' Vault d Ceding 8'-O" A.F.F. r u� G EAT Flat Calling ■ a 13. Separation between residence and garage shall be per FBC R302.6 er. s. 1 I ° 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door s" Kit. sink2. r OOM o w.H. =Water Heater Kitchen LI I N 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 Lay. I 1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 I RodShelf 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" PT. Buck nailed to Masonry Beam s" - - flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails.W.C.N I 21'-e" - _I14 salty to be materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment I r H B With F.B.C. R31L - see permit info box of code edition Bath #2 3' shy. O 1 I Y,'high "m 18. Gyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 ;n " -01 �0 O C bO, C1002, C104TC1111, C1118, C1218, C1395, or C13% and shall be installed c.o. ry a'-o° t° 9'-e" F.F. 2 x L knee -wall a To septic Vaulted Ceihrtq below counter top Be 1 O M rr according to the following: (FBC R102.3.5) `' I_ CLOSET I Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for of drywall into Spacing Maximum installation 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 annular -ringed or Sid cooler nail /2 OR Walls Either IG" all16" 0.080" dia. x 15/e" long with 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" long with 19/64" head 0.098" diamaeter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either IC' 8 IL" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0-0915" dia. x 11/8" with 19/64" head. PLUMBING RISER DINING ROOM i- - - - LINEN Install SGb thru buck Into :1W D0. �s 8" Rod Shelf ASINET JI r: block I/2" wpenetratlon ith 3/14" as 6"n o c h max. from aach corner and 20." ox. maxhow I (► thereafter at head per product approval 4. a i I" x P.T. Buck nailed to O Vanity to be 1 i �'/ o / \ BAT ° O block ith case hardened nails ' 34 Y2 high Head prior o door attachment 13'-Os/ I 9y (411, ° I _ /� in In High 8wall KIITCHEM fixed door >:`:::::- _ Vent ryer Use 3/IL tap -con with sliding door - -Overhang - - i througiwall 11/2 Penetration at 6 o.c. max. "'``'__'' 8'-0" A.F.F. from each corner and 20" o.c. max n Masonry Wa '�'``"�i": ° ° Flat Ceding b II2"J•'A'.:• 'f d'-' la'-LJ'u / -O" I O thereafter at sill per product a pious( H. ° k b \ E Upper ca mete to extend over lef. Bottom Trac Typical Flooring I �+ I fdlercv cv Bill Install SGD thru b k into BATH Qsn ° block with 3/I6" to -con with - v:m� a 's Sliding i di n g D OOr D e t a l l 1 1/2" penetration t L" o.c. max. ' 19. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6, from each corner a 20." o_c. max O o Rod t Shelf _ _ A108.1, A118.1, A118.3, A136.1 and A131.1 thereafter at Jamb per product approval Jamb cv IS = ry ® I " ° lasuiatm ° A/C O 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM At Masonry Wall NTS ;,, 4"0 Steel Ballard C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall in I ul 1 °` atoll on this sheet #I be used as backer for the wall the in tub areas and wall panels in shower areas. C L i ? °L 11" ' z2.-X 54.-� Provide auto if 21. Insulation including facings such as retarders or vapor permeable members Installed LU i n d ow S c h e d u 1 e ° I OILQ _L I Attic Access I closer ° within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 8'-O A.F.F.-- a" s L----- Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE a3F Flat Ceding shall have a flame spread index not to exceed 25 with an accompanging smoke U t, developed index note to exceed 450 when tested in accordance with flSTM E 84. � " " " a � 6' Of 4" 150 mp Meter I. 4 -5/e x 5 -3 /s 54/e'x L3/, Single Hung ZONE 4 ,o m Pan I Insulation shall coin I with F.B.C. R316. a Z in p y 2, L -2 /a x 5 -3 /a" 15 x 43 /+" Single Hung ZONE 4 ° SECOND © rc 3. 2'-2" x V-2 1/2" 21 /="x 38 %' Single Hung ZONE 4 �, BEDROOM E G ESS Y GARAGE Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11451.12 4. 4'-5%8"x 4'-2%a" 1 54%"x 54Ye" Single Hung ZONE 4 Uel IMT IMEO 8'-4" A.F.F. O (] 24 ga. 5v crimp metal roofing attached to plywood 2eck using 49 x 1.5 Flat Ceiling wood screws with self sealing washer at 12" o.c. max spacing over ASTM D O n (type 2) 30 lb felt underiayment Installed with min. 4 side laps and V end ALL Windows t0 be aluminum windows w/ tint p - 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 and mullions per elevations. o deck to trusses using attachment detm on this sheet ALL windows t0 withstand pressures in permit info box On sheet I EGRESS r-----------------i O ALL windows in bathrooms to be tempered p Block wall in All rough opening dimensions to be verified by contractor ° 0 O ° i garage to be I '� l struck block l With manufacturers specs prior to construction 3'-I" I. o o - ° I I ° O Simpson HETA 20 or equal » COVERED I I I hurricane anchor at each truss 12 O 12 x 12" concrete column block filled I I ir with (10) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES OOrO i with concrete and (2) #1 bars vert. tied ORC l 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL I 7n into lintels above 18D Schedule 101ba. uplift 6" 12'-e T- " I (shop drawings by manufacturer) Mark Size Rough Opening Door Description PRESSURE ZONE A T-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 N ° 00 O° o° n o Aluminum Drip - "R-30 blown fiberglass +_ „ 41 �+"x 83�4' Edge t Fascia in bottom chord of trusses B 3 O X L 8 Fiberglass Panel -Inswing ZONE 4 6'-4" 5'-2" 2'-8" 21-8' 3'-5" 9'-01, < 1/2" drywall with smooth finish C V-O" X 4'-8" 14" x 81 %2' ;iw.� Sliding Glass Door ZONE 4 2" x 4" Sub -Pas eie Two rows of beam block filled with concrete D 2'-O" X C-8" Solid Core - Wood - L-Panel-Bi-Foid Finis ed 24" x 81 �" 5'-4" I5'-IO" and lU 95 bar coat. in each row. Substitute REVIEWED FOR Kaainggcon full o vent vial soffit installed recast lintel filled with concrete and (1) #5 E 2'-L" X 6'-8" Solid Core -Wood - L-Panel 36,-O" roofing 8' dia shank TV lhegdgp �. gar cons. for bottom row over openings CODE COMPLIANCE product approval - see chart sheet #1 1/2" drgwall over I" x furringg F 5'-O" X 6'-8" Solid Core - Wood - L-Panel - B(-Fold ST. LUCIE COUNTY strips at IL" o.c. with R4.1 PI -poll insulation on typical 8" Block walls G 2'-8" x V-8" x I s/+" Solid Core Wood, Steel, or Masonite Door 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. H 2'-8" X V-8" Solid Core - Wood - 4-Panel block construction ro Mortar to be Type "M" only proportioned per FBC R401.1 Install windows thru buck into and Mortar Jonts shall comply with FBC R601.2.1. J 2'-L" X L'-8" Solid Core - Wood - 4-Panel - Bi-Fold block with 3/I6" tap -con with Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) I I/2" penetration at 6" o.c. max. Attach buck to block wall with from each corner and 20." o.c. max 1/4" die. Elco conc screws with min. #5 bar vert. w/ 2'-8" X L'-8" Solid Core -Wood - L-Pone(- BI-Fold thereafter at ambe and 20" o.c. max. 1 1/4" penetration at 12" o.c. max 30" overlap Fill cell with concrete and ,_ „ ,_ Exterior face at head and sill per product approval and 4" max from each corner thru (U #5 bar vert. (t Ical). L I 6 X L 8 BI-FOLD Buck to be I" x 4" PT 2" x V PT Buck at each filled cell o of wall Exterior face Max. spacing shall not exceed of wall Wood 48" unless otherwise noted ALL Exterior doors to withstand pressures stated In ermlt info Varies Base see foundation plan notes for box On SheetI arias spacing at openings 4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AN SHALL L"xL" #10/10 WWM on L mil Visqueen over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck clean compacted termite treated fill lock with case hardened nails ON ALL JAMB, HEADER, AND Grade * "" l rough opening dimensions t0 be verified by contractor prior to window attachment SILL BLOCK PRIOR TO BUCK at rato hinge and max and ,` ...; All Detail at Windows INSTALLATION Detall at Door * Wlth manufacturer S specs prior t0 construction N-1-5 NTS I I I I III =I "_ •:.':' IIII=II I I=II I I-i I I- 1111-IIII- III IIII-IIII- j11 Braden Braden AIA, FA Date Drawn : Revisions : sheet Comm -11 11 WQnne Bu►lding Corp. 5_24_1a �1 IIIIIIII=III, III _ II Arc itects - Planners "'i-IlllII iiii 14" x 14" Concrete footing 41 S.E. Coconut Avenue T T I REAR Drawn bg: 14" with (2) #5 bars Cont. and #5 Tel : (112) 281-8258 I PORCH 2 � 1�-301 transverse bars at 48" O.C. C . C . U . T Y F I C A L. SECTION Fax : (112) 281-8283 Spanish hakes RIGHT Checked by: B Scale : 1/2" = 1'-0" E-ma : bradenaia*comcast.net St. Lucre County Florida p_�_g_ Stuart F 349% UAAC000032 OF 5 STrz�_UCTUfi�!_ 1�OTS: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 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 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 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 Il BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRE E. 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 12. CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" BEAMS: 1-1/2" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 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 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL B PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUND/470N FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision treatment used for subterranean termite prevention roll de the foundation perimeter shall be done after all inside 4. V erlf g all recess thickness at Showers, tile, etC.... excavation, backfilling and compaction is complete. S. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at .48II soil area is disturbed after initial chemical soil treatmen O.C. max. Provide (1) filled cell on each side of openings upp to 5'-Il" wide. area shall be re -treated With a chemical soil treatment Provide (2) filled cells on each side of openings from 6'-O" to 9'-Il" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-0" and Up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and shall have filled cells at 24" O.C. unless Otherwise noted (see section) consumer services. 6. Contractor t0 provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of termicide in annular space between sleeve and pipe. 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 4" concrete slab with fibermesh OR at each filled cell ECTIONS one US bar continuous 6 xG #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ' 4" concrete slab with fibermesh OR GRADE NI VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill °0 "?: ` `:✓:' Grade °D E PORCH SLAB EDGE DETAIL —IIII III IIII— 14% x 14"d concrete monolithic footing with (2) #5 bars cont. " SCALE 1/2" = 1'-0" 14" #5 #6 bar w/ overlap TYPICAL FOOTING DETAIL overlap SCALE 1/2" = 1'-0' at each filled cell SEE TYPICAL --,",:SECTIONS 4" concrete slab with fibermesh OR Adjust curb heightFilled Cell Masonry Column W h One CxC #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR 45 From Footing To Tie am clean compacted termite treated fill slope. VxV #10/10 WWM on 10 m1 Visqueen over Conc. Fill To Be 3000 RSI #5 bar coot. #5 bar in curb clean compacted termite treated fill See Floor Plan For Locati n O'-O" s F.F. Step per a foundation plan Grade °-- 's 004 a � I- . :- • � E ; - - -III 1 ' SIn le Filled Cell C >1 Imn 10" (2) #5 bars cont. bottom steel - 14"w x 14"d concrete monolithic TS footing with (2) #5 bars cont. 12. 14" 2" 10'-O" 12" 14'-O" — — — --�"— — — I 4 INCINC UDED %I� ERMIT lOpt. PAT( 14 g 1----- 0 ° J OO O" i i i i i i I I 0 o Qo O 0 FI o I I _ °I cc Rear Patio/Slab I r I to be poured separate I F4 tL from the horse slab. a ° 93 I J 4" Thicken footingg to +� N 24"w x 14"d x 24"L I FI I L , under filled cells ° under girder bearing. I O ° °° ril°OO° Rab tobe flush with bottom ofsliding door recess.i Slope 1/2" - u 1oo F- ucn LL it I • 1 I _a 1 '1 I 1 FI I I 1° ■ 1 vanitg to be 4" concrete slab With fibermesh OR 3�f "�hlgh—�I H_B. ° 1 CXC *00/10 WWM on 6 mil Visqueen over �10 I clean compacted termite treated fill7 I FI El IE F- O LA Q i _a I FI ° L, °1 1° I i I H.B. Q ° JkX 1 W J� I ®filled SConcrretteel erd I #I v of w I 1 >> I I I a 2 �1 I �c �aQJ I I 1 vu� I 4J to ° tea I FI I I WEE I aN 1 I 1 >� ° I Fi I I t2 E`` 1 a E s I r-- —� 1 3 30 1 m u3 s E �, U I ■ CQ °O i I i I i i o o �— U _ I L1 %=- F51 - OO 3'-I" o ElI "� 12 O zXI 1niL for 4-- r ra esDoor F5 n - 0�------ ° I --4--Ge9 00 00 12" x 12" concrete column block filled wi h concrete and (2) #1 bars vert. tied into lintals above 3'-5" 9'-O" 3'-5" REVIEWED CODE COMP ST. LUCIE C FOR LIAN(3E )UNTY j= 2 DETAIL AT GARAGE STEPDOWN Filled Cell Masonry Column 11111 h One BOCC SCALE 1/2" = I'-0" GARAGE CURB DETAIL nF�;Conc. its From Footing Fill To Be To Beam 3000 F Each. SI 12' x 12" concrete column SCALE 1/2" = 1'-0" See Floor Plan For Locati black filled with concrete and (2) #1 bars vart, tied into lintels above Verify house slab height in field Top of Tooter 3. } 16" below finished floor !. ?y�" a'•'"'' —_ — �i Double Filled Cell C u -IIII- mnTS II IIII FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x i01) COLUMN FOOTING WITH (4) 45 BARS EACH WAY F 8"W x 8"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 0'-0" I_ . .. :.... . ... .. _ 30"x30"xI4" concrete 2" x G" PT wood secured with column footing with (4) 3/8"dia. x 6" anchor bolt at 18" o.c. Braden —I I= Comm # i Braden AiA, PA nne BuIIdin Corp.p ate Drawn ; Revisions Sheet 35 bars each way overhead door track secured to wood A httects -Planners lt g 5-24-18 iamb per manufacturer's product approval Door Jamb Detail 1 S.E. Coconut Avenue THE STERLING REAR PORCH Drawn by: 16-301 30"11 Garage T I : (112) 281-8258 G.C.U. 3 Spanish Lakes GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS F 'j COLUMN FOOTING DETAIL IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT : (112) 281-8283 RIGHT Checked by: , E- SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Stuart il: bradenaiascomcast.net 34996 #AAC000032 St. Lucie County Florida D.1?.B. OF 5 Provide #5 bare with min. 48 bar Provide #5 bar et in pre -cast diameters overlap Into beam. Tie lintel Into beam where length or Pilled cell steel Into continuous the opening calls far It. ROOF SHEETING beam block steel. /\ Simpson HETA 20 Strab truss to wall using Simpson MGT with Provide Cast -Crate ..SUB-OB/07 precast lintel set in mortar / r - ♦.. - Y- ♦ Y♦ ♦ Y i • I Ke Area Edge P;eld Fastener Pr ssure Zone 1 6 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 psf 3 4" 4" 8d ring shank 84 psf �9Zone ** Zone 3a I 6" 6" #8 wood screw 112.6 psf Provide PT Buck I' attached per iamb t:;l details into filled cal 4" Pre -cast Bill r Y' .4A i hurricane anchor at each truss 5/B dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam either wet set or in epoxy with pp g (22) IOd nails into truss. Add blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet Poured Filled Cell h Provide tt5 bars with min. 48 bar Q diameters overlap in filled cell. Tie Riled cell steel into continuous rooter steel. 11.1 2 Concrete Footing (see footer schedule - - for exact sizes) DETAIL AT WINDOW OPENING IN ** Use nails or s4rews based on pres ure for roof stated Scale: 1/2" = 1'-0" in permit info box on these plans Tor zone 3 CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of Ln true& with IOd x 1.5 nails at 4" o.c. Ul Verif with Plan � � y r Install Simpson MGT into wall usinggW - l � Concrete 12 x 12 5/8 dia. threaded rod act min. 12" L3 Q + r Lintel Column Block into wet beam and (22) 10d nails into truss Q� U ; �'; - Q E #Z Rebar W ta_D Rebar 48 Bar Dia. ul O in O Min. Overlap TRUSS BLOCKING DETAIL AT GIRDER STRAPPING � IUj -_Column to Lintel Attdahment AT CENTER BEARING POINT w � NTS u1 0 1/8" thick light textured stucco installed per in ASTM C 924 over ASTM D type 2 paper backed (� wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d Wads. SubstrateBEfM SCHEDULE to be 19/32' CDX Plywood mailed at 6" o.c. in field and edges with IOd ring shank nails into studs. w Mark Size and Description Aluminum Drip Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 „ Edge t Fascia Two rows of beam block filled with concrete and 1 #5 bar 26 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 D BI continuous in each raw. Hoak Vert. bar over top bar with �' #5 900 bend bar with a 10" min. la at to bar. (type 2) ne Ili felt rosin resin installed with min. 4 aide laps and 6" end P P laps fastened with corrosion resistant tin cape and with 1.25" ring shank nines Flash and Counter ?aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach Brace Gable end deck to trusses using attachment det I on this sheet flash Brace Gable end with 2' x 4" SYP #2 min. Nail ledger to with 2" x 4' SYP #2 Oft back nailed to bottom 9 eft back nailed to bottom of top chords using (2) 10d Additional Precast Lintel Lintel Bar Clear "A" uB,i gable end true& or top chords using (2) IOd nails at each truss tt5 bars F with 12) 10d ds nails at each truss -�:: ,1'::.t CLEAR Length Length Span Bars Bars at each web rs� 1 r: 7 r •:.�:i l 1 +�S 1 :.'i•.' I 2'-10" 2'-8" 1'-C 2,43 none 316" 3'-4" 2'-2" 2,#3 none BFe-OB/IT SINS-IB/IT SFS-I5/2T dditional 4'-O" 3'-10" 2'-8" 2,43 none Simpson HETA 20 or equal 4 hurricane anchor at each truss PRE-ENGINEERED WOOD TRUSSES tt5 bars with (10) IOd x 1 1/2' nails a CLEAN.., ..;+ 4'-6" 4'-4" V-2" 2,43 none 24"o.e. TYPICAL no Row of "H" '^%;_` l 24" 10lb supportmg Max. ( shop drawings by manufacturer ) Block Above 18IOIbs. Uplift c 'a::, 5'-4" 5'-2" 4'-O" 2,#3 non& e.s a:ti;.,•,: 5'-10" 5'-8. 4'-6" 2,44 none y y y y y y y y y y y 01 Precast Lintel Additional " i 6'-6" 6'-4" 5'-4" 2,44 none Aluminum Drip i" R-30 blown fiberglass Q tt5 bars Edge l Fascia I/2" chic stucco on 3/8' hi -rib lath in bottom c rd of trusses 1'-6" 1'-O" 6'-2" 2,#5 none attached to horizontal and vertical wood 12" framing with nails or staples to provideV-1/2' dfywall w h smooth finish 111 BFiL-IBAT BFIL-IB/2T me ion then 1-3/4- penetration into 2,46 none 2" x 6" Sub-Fasci horizontal wood framing and 3/4" penetration I NOTES: into vertical sood framing member. Two rows of eam block filled with concrete I. min, coverage of steel=l.5„ and (1) #5 b ir Cont. in each row. Substitute 2. min. bearing required 9 ea. and=a" ALL reinforcing steel is grade 60. Kagean full o vent vinyl soffit metalled precast linter filled with concrete and 11) #5 3. standard for reinf. steel=ABTM ALI5 wing 1/8' the shank x 1.5' long ga1v. or Cont. For bottom row over openings roaring nails with 3/8' die. head per TYPICAL LINTEL SECTION product approval - see chart sheet #1 1/2" drygwall over i" x furringg ( PRECAST CONCRETE) 5/e thick light textured stri s at 16 o.c. with R4.1 PI-fod 12" x 12' concrete column stucco on typical concrete p " block construction insulation on typ,cal 8 Block walls LINTEL SCHEDULE Mark Window Do Urat Width Lintel Brie Cast -Crete S cification Rows of "H' Block Above " Bottom steel Size Top steel Size Max. Gravity Load (PLF) Max. Uplift Land (PLF) Max. Lateral Load (PLF) L22 2'-2" T-6' 8F8-OBAT 1 #6 3049 1564 1024 L31 2'-V 3;_e. 1. 4'-0' 8F8-OBAT 1 #5 25M 13L3 113 L45 4'-5' 1 W-10" 8P8-OB/IT I 1 #5 1105 909 339 L50 5'-O" L'-0 BPS-OB/IT 1 #5 1238 836 121 1_60 L'-8" T-0 SINS-013AT 1 45 1011 121 534 LBO 8'-O" T-4" 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0' 10'-L' 8F8-I15/2T 1 #5 2 #5 (43 530 401 L90B 9'-O' 10'-6" BFIL-I5/2T ONE I #5 2 #5 1533 1183 401 LI00 10'-0" W-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" ll'-4" BFIL-IB/2T ONE 1 #5 2 #5 13L6 102E 452 L120 12'-0' 13'-4" SP8-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0' 13'-4" BFIL-I15/2T ONE 1 #5 2 #5 1015 110 324 1_I40 14'-0" 15'-4" BPI6-I5/2T ONE I #5 2 #5 1250 1 L09 259 LILO IL'-O" 8F8-IB/2T 1 #5 2 85 $00 142 M4 LI60M IL'-O" IT-4" BPI6-I13/2T ONE 1 #5 2 # I 95O 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. H to N � X L to O m �w as UJ L 7 2s to di ti a 1O ti O ngf sip Nub L � r O U.I 2 /c Q � = Mo O 0 op 4 a m block filled with concrete All drywall a installed per FBC R102.3.1 d l2> #� b d Varies -sea plan -T and shell m t all ertaininASTM codes OWNER, IMIN11 IN EEO / AP11A 11 WA FAA 111 FAA 6 AN IN, WON iN 0 M I FA 502 MIL -and FCk6fi Crimp Metal roofing FL #IILSI.12 � Ring a eta rTo in oe attached to plgwood deck using #9 x 1.5" -saIL-scralria was I; r as laps Gnu sk or" corrosion resistant tin caps and with 1.250 r1rig shan naaM . all laptardiatwo sta gored rows 12' o.c. im field- Attn kri it " Miffffilw/ Mow an are vert. tie into lintels above #5 bar vert. w/ m Mortar to Type "M" onppyy proportionedlp�er FBC R601.1 QH ETA 20 thicken edge to 8"x8" 30" overlap andMortar O-Rts ock I at alll wett areaasf axx.6showers, tubs etc...) with concrete and one #5 bar continuous BEYOND at each felled cell FIII cell with (l) #5 bar concrete and rt. (typical). ROOF FLAN REVIEWED FOR Rear Patio/Slab to be flush with bottom of Max. spacing shall not exceed f`A11tC nee. v�PLIAiVCE Top of Tooter sliding door recess. as 48" unless see foundati herwise noted plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET ST. LUCIE C®IJI�TII IL" below finished floor spacing at enings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET R Step per foundation plan 4" contra 4"x6" #10/10 e slab with fibermesh OR wwM on L and Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan "r clean coin cted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E -. ,:::.-:;;�: < ;.;_:.,,>..:''.:...:,'.:::.,..• =ZW_ ....; .' ,:..:.....:.:.....•..:.... —_ —_ — ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION - II IIII=III=1 _,..: IIII- IIII-IIIIIIII-IIII = I'= I=IIII IIII„ ALL TRUSS TO TRUSS CONNECTIONS BY —,1�111�11=III :;' ' IIIIIIIIIIIIIIII=IIII=11�1 IIII III „ I„ TRUSS MANUFACTURER I�l- 111 I .III ARCHITECT TOIGRI -III„1— I I 4 �1 TOCONSTR UPLIFT FOR LAYOUT ANDVERICATION "�11I IIII-IIII-111T=11 T Ical Section cat Fi' nt F orc 1 - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Sca " _ I' - Oil FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden Braden AIA, PA Wcmne Building Corp. Date Drawn Revisions Sheet Comm Ar itects — Planners 5-24-18 41 S.E. Coconut Avenue THE STERLING REAR PORCH Drawn by: 1,0-301 Te Fa : (112) 281-8258 : (lit) 281-8283 Spanish LaC s RIGHT C.C.U. Checked by: E—m : bradenaiagcomcast.net 4.PI .4 Stuart Fl 34996 UAAC000032 St. Lon UCIF oun g a D.R.B. OF 5 PANEL "A" Poles BR Load Wire Description Dirt# Dirt# Description Wire Load BR Poles 2 40 "1.0 kw #8 A/C camp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 lie #10 40 gal. water HTR 5 4 Range #b 12.0 kw 50 2 '1 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5fkw20 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1 I 1 20 1.5 kw $12 Microwave I5 It, Refrigerator #12 1. 1 1 20 1.5 kw #12 Kitchen S.A.C. 1"l Is Recepts #12 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw 212 Clothes Washer 21 22 Recepts #12 20 H111 20 0.111 kw 812 Garage Door Opener 23 24 Recepts #12 20 1 20 1.4 kw #12 25 21. Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 - 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 - 1 20 3812 General Lighting 35 34 Bathroom GFI #12 20 1 - 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GF1 39 40 General Lighting #12 20 1 s are q1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3, watts sq. Pt:) Small, Appliance, Circult(a). . . . . .. . . ............. . . . . . . . . . . . ,Range ...... .................. .................. ........... Refrigerator.................................................. Micr.........owave..................................................... ... 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 1200 1 1200 1 5,000 5.000 1 4 500 4 500 1 1,800 000 1 810 810 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 10,000 945% 1 10,000 10,000 Calculated Load Watts 30'al" Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Exhaust Fan =8 Duplex Outlet Ceiling Mounted Light Special Receptacle G- Well Mounted Light P F Waterproofgroup fault circuit terrupter PC Light with Puil Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rET1 Carbon Monoxide Detector 4�2 Flood Light Thermostat m Electrical Panel ® Central Vac [E�S Electrical Meter ® Smoke Detector Ceiling fan © Television Jack OTelephone Jack nCoi'sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up El I Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onlyy, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. F. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11, ALL A/C Equipment shall complg with energg calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and propertg damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancg, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of ang other phase of installation that may have been damaged. Opt. PATIO/SLAB 149 CFM IOx1OxL Covered Porch M STE B DRil M GkEAT iy00M 144 CPm IOxlOxL 12xl2xIO Center Reglste��rre 6�A 208 CPM on coding 16n I a I IOXIOxI � � OxlOxl 141 1J [J 12x1 O 1211 DINING ROOM H.B. Vent _thru___ _ __ l8x4'x4 Soffit BAT+/ 14L CFM IOx6xL SECOND BEDROOM 12x12x8 j B/A dJ It COVERED PORCH MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" I-1. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements or the local electric utilitg and telephone company. 19. The electrical system shall be completely and effectivelg grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewags and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25, Dryer Vents to be installed per FBC RM1502 CPM L O Soffit �MMA 162 CP 12xbx1 22' x 54' Attic Access L_igh GARAGE r------------- I 150 Amp Panel I I I I I I eter A/C disc. #2/0 Aluminum feed AM I'/s' Conduit� A L 24 PVC ( FPL JFPL5ar;, 2" rigid service coppaf Cont. Me ar m slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs_ NTS - Contractor shall torque lugs I W. manufacturers recommendation which shall be verified prior to con truction Braden it Braden AIA, PA Ar hitects - Planners i S.E. Coconut Avenue T I : (1-72) 281-8258 F : (112) 281-8283 E-m il: bradenaia9comcast.net H.B. Exhaust Duct Thru Soffit - Wire Par Front Post Light ELECTRICAL PLAN U X Lu p a � - m e iL WL4nne Building Corp. THE STERLING Spanish Lakes St. Lucie County Florida Post Light with I Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. t shown for clarity CODE COMP PAM T,, LUClS' C S-Occ SCALE: 1/4" = 1'-0" Attic Ventincl Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.I6 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions Sheet Comm # 5-24-18 REAR Drawn bg: PORCH c.c.u. RIGHT Checked bg- ID. R. EB. OF 5 fans w in , ,&=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 30' Span or less A 30' to 60' Span 0 degrees Spree er Bar or less 4 1/2 _0 ag 4—Approx 2/3 to Tag Line span opprox. uoe 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 crone used. Tmss is an example, year trues may not match. This is an example, truss may not match. Insist crone operator sets truss this way. Insist crane operator sets truss this way. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A& Carrying Girder For Truss to Truss Connections see hanger/connectorTDome be as schedule in engineeringe nsasSO package. Carried Truss SEAT PLATES BY CHAMBERS 6 12 4.00 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCES FULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE OR 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 P - - - -- - &PAGING MOTE ALL TRUSSES ARE TC BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED AIIR 1-iAIVE=31I_ER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT THE E SE 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 be ing walls, headers, beams & lin Is must be in place at indicated eight before trusses AL alinstalled. A m m m m m J2 J4 J6 J2 GRA b , J4 J6 A 1 Al 1 A2 1 2.0 INT .00/ NT. A3 1 I A4 I I A5 1 A5 1 AS 1 A5 1 1 1 T-8" '4 A5 A5 I A5 ATA All ATA ATA ATA INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U ATA ATA ATA ATB 77777777-777-777/71 ATC i� '- J6 J4 J2 BHA BID pp � I I I I I I I I I J6 � J4 J2 -- I I I I I I 15'-10" 5'43' 4" 11'-6" 71 GARAGE LEFT III DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI - DETAIL CORNER OVERHANGS NOT SHOWN FOR ctluunry FABRICATION AGREEMENT TRUSSES CANNOT ft STARTED UNTIL THIS AGREEMEN The legal description of the property where the WT IS SIGNED a RETURNED caea will be Installed Is: The undewlgnad ecknowledgee and agrees; 1': Truseee will be made In st ld aaonlance whit this Wse placement diagram layout, whlch'la the Bole authority for detarining.suecesafol fabrication of the Wawa. . 2.AIl dlmenslons In this layout have been verified by the undersigned. .3. Unles's L"ou, n.. Is provided by cer;h of mall to Chambers Truce within tan (tp) deye a( delhrery the undarelgned agrees that no backohargas will be allowed,.ln the event each wrfhan notice la fumishatl Chambers Truce shell have three (3) bu ese days in which to be I n re efts re ul g P tad or 4 ro au boa e chit ecW Nf sae ee t Chant 4. be �1n The underel re o �tl� ned a n. p dmowl P adpec redelpt of `SCSI b1Cl summary wheel by TPI t W leCA. fo S. DsOvery 4 to Job site. n Is the buyer's'rosponslbtlhy to make the Job sae aultebla for dellvery, Chambers Tnrss hew the sole authority to deterina the suheblllry of the Jab alto o'r a poitlon of the Job she for delivery, Chambers Truss will be responsible for dump dellvery only. The buyer Is m risible for addltional dellve-, expanses h Chambers Truss has to redeliver because Job she Is not Preparod for dellvery or buyer Is not prepared for dellvery of redeliver Buyer G responsible to Chambers Truss for towinlj coats due to site conditions. S. Price es shown 11 Paragreph 7 below Is suble costs to change it ero dh ions. are, made In title layout. A $hp per hour fee for revisions maybe charged by Chambers l7ysa. ' .. r menhis fa a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no agreement a reasonable price. Invoice will be made on delvery and paid within terms o/net 'on delivery. Invoice may. be made at achaduled data of' delivery If buyer cannot accepl delivery of fabricated Wsses. The undersigned agrees to Pay Chambers Truss me attorneys fee for collectfo 1 h no n event of sonable - charge will be added for all Bums not Paidwithinpayment not made• 1.12 % per month servJce ' S. Signature or Initials anywhere on this sheet conatlMes agreement to ell tare herein. I 9.1n consideration of Chambers Truss extending credit for this material the undarelgned ChambuncondltioneUy guarantees payment when due of any and all Indebtedness owetl to 22' 14 'Chdmbera Twos by any entity receiving material and the undemigne, agrees to pay such Indebtedness Including attorneys fees, fl default In payment for material be made by the I recipient. . 1 I I 10. In the event of any litigation concerning this agreement, rho Items furnished hereunder mm ap m or payments relented to herein, the, parties agree that the sole venue for any such actlon will q Q Q Q Qm Qm mQ Q m N be Saint 60o1a County, FbOda. 11. Design responsiblates are per "National Standard And Rahommended Guidelines On Rai ponslblll1f For ConsWplon Using Metal Plate Connected Wood Trusses ANSI?PIM?CA4-2002" J2 J2 DATED SIGNED J4 J4 FOR TITLE Aslxeader bermay ba reytLlled Per"SCSI 1-03"io 71n fil .J6 J6 MUtple Plytrusses must be fastened togetheeeringseffallure to do so can rebulGllapse.���GRA Te and rowed permanent bracing are requiredave lifep p rty and Is the rtisonslbllltftor.Study the contents of the Information packet Indellvery A before setting trusses. Theses mustbesetand brarsd perdesl8n bO prsverrtlnllay& damage. Trusses must be set plumb and square 1 Al Do not at bunks or stack of 1 tither cotitdentreted loads on tr Uases,lthin Pen causareollapae. 2.0 INT 00/ NIT. I A2 DO NOT SET TRUSSES USING THIS LAYOUT I USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES A31 CHAMBERS TRUSS INC 1 1 A4 I A5 -� 3105 Oleander Avenue A51 Fort Plerce; Florida 34982.6423 1 800-551-5932 Fort Pierce 772465-2o12 Fax 771465-8711 Vero Beach 772-b88:2012 Stuart > 772.486r3302 ' �r r+r! , r•Ywugr-D;S�UMF if �lA it 1 "double Check" of the contractor. ' A5 The Contractor shall remain responsible for checking field measurements and 13'-8" other construction criteria. Architect's 1 A5 approval covers general roof shape, review of truss strapping, and 1 ding on I structure from gravity and u t ads and 1 A5 their respec v io s. Approved Bv: Date: AS Braden & I den A. . 92.0/93.2 MITEK 4.2 DESIGN CRITERIA ATA County SAINT LUCIE Building Department ST LUCIE COUNTY ATA Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake ATA Loading in PSF Roof R.D.L. INVERTED "V" WEBS AT CENTER Top Chord Live 20 W/9' B.C. PANNEL. LOAD W/ (2) R ' '= Top Chord Dead 7 4.2 50# POINT LOADS PER TRUSS FOR A/H/U ATA y w o Bottom Chord Live 10 Non -Concurrent y ° I Bottom Chord Dead ATA 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 w a, nrn 1 d = ; Wind Speed 165mph i ;, Top Chord C.B. Sheeting by builder. ATA w " Bottom Chord C.B. Sheeting by builder. T rn Highest Mean Height 12'-0" • t�ri Building Type ENCLOSED ATB Building Category II:Non RestTO-VAEWED FOR ffT Exposure Category C :0 DE COMPLIANCE ATC Barrier Island No ., tl.�CIE COUNTY Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Braci c FAO l �, �e BHA Verify DESIGN CRITERIA shown above with the — building department and your engineer. J o Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. J4 I 00 J Chambers Truss Inc. Drawing Name: M11412 Scale: 1 /4 = 1' J2 I J 2 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: m m dr m m m m m m a -- '^ Date: 11/14/16 Revised: 10/23/18 I FOR 11'-6" s� '-a" ,� 15'-10" a WYNNE DEVELOPMENT CORP. 2 STERLING GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 12- Co r-r-t