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HomeMy WebLinkAboutPLANSm T.O.B. 12" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" c.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE ,, © c thick light textured stucco on tgpical concrete block construction O.H: H 5/8" thick x 8"w cut coral finished stucco bands LEFT ELE\/ATiON SCALE: 1/4" = 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. Sv crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' O.C. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ 5/8" thick x 8"w cut coral finished stucco bands 109111 MIN RiGHT ELEVATiON 5/8" thick light textured stucco on tgpical concrete block construction Product Approval Submittal Affidavit Opening Schedule Owing Doors, Overhead Doors, Sliding Doors, lfindoms dk 3kylighto Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass 5/16" Attachment method TEST I Lion Da� Design Pressure of Approved Teats i 2 3 " E4 FL# 239.3 Single Hun g g SH-100 Impact p PGT I/4" ddin. r produ t an. 13/6" penetration to be spaced per product approval. Contractor aliall where to min. edge distances specified m Product approval + 80.0 PSF - A IL-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IL'-O" max height DAB ah u: "veil s r .ewe " r h gzm�s�i xiarir'" i 'Iva0'.e°'da=c am. a is•, e.eex.,. -r e" ■seep .a.r. es prodet sppreN 10-9-21 + 50.0/-60.0 paP B FLU 16614.1 Fiberglass De Sing" Pro/ Jald-Wen �^ £Ico 1/4' dia. tapeon wth am 1.25' embedment at 3' max from corners and 11.5 ac. max. thereafter in head and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass g Door Series 110 5GD PGT I" mom Type "GSA" 1/4" �ia. tapcans a/ inn. 1 3/4" enstration to be mace pe. product approval. o�itreetor shall adhere to inn. 2 I/2 edge distance& specified in Product approval + 60.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Date Design Pressure of Approved Teats Mullions FLU 261.1 1' x 2 3/4" x .315' PGT natal[ per fastener type and spacings show in Table IA and IS In product approval an sheet 5 of 22. + 58.0 PSF Roof FLU 11651.12 5V Crim Metal Roof In g Gulf Coast Supply and manufacturing 2L 5v crimp metal roiling attached to pig000d deck using #9 x 1.5' er ASTM O wexx A "a with self swwasher at 12 ac. max syanwar (type 5 im% 3o lb felt underlagment Installed with mid 4 side laps and L" end laps Pastried with corrosion resistant tin caps and with 1.25" ring shards nab Tpaced L c.c. at all laps and two sattaaggqqms staggered raft 12' c.c. in held. Attach Ceck to trusses using attachment dotal -an rod plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install ypsing 2" x 2" battens at i" o.c. screwed to soffit framing using #8 x 3' wood screws at each truss. Install soffit to battens using 0,12" do, x 1.5" Iona rina shank nails with S/8' dia. he d. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 5/8" thick x 8"w cut coral finished stucco bands A Finish Columns with 5/8" thick cut coral finished stucco bands ELE\/ATiON NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. Sv crimp metal roofing attached to plgwood deck using #9 x I.S" 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 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 -S OPE 4 5/8" thick light textured / \ Finish Columns with stucco on tgpical concrete finished 18"thick t stucco bands block construction REAR ELE\/ATION - Overhangs at I'-O" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 `SLOPE 14 SCALE: 1/4' = 1'-0" 2" x 4" top plate base -board SCALE: 1/4" = 1'-0" Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and 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 FILE CiPYI '�_-) r R R VIEWED O CODE COMPLIANCE ST. LUCIE COU10TY DOCC W 8'-I" T.O.B. 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 5/8" thick x 8"w cut a ®� coral finished stucco bands ®0 ® ®UX = Finished Floor idh Finish Columns with 5/8" thick light textured ao 5/8" thick cut coral stucco on tgpical concrete finished stucco bands block construction FRONT ELE\/ATION SCALE: I/4' = 1'-0" 1/2" drgwall ceiling on truss bottom cord wall on :uds at IL" O.C. 2" x 4" P.T. bottom plate \ 4" concrete slab with fil VxV #10/10 WWM on 6 clean compacted termite Interior Non -Bearing Partition OR ueen over nts 2„ --� 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGiN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WiLL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height I'- " Roof Pitch: 4.12 Internal Pressure Coefficient: ±0_I8 SubJectabihty to damage from. Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Clasamfication: 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.6DL+O.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +2O.L/-32.6 pet Roof Zone: 2. +20.6/-51.0 pal Roof Zone: 3. t20.6/-84.0 pal Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding DiIis Provided?Yes Minimum Sal Bearing Pressure:2.500 bei. Presumptive: X Bu Test: psi ROOF LIVE LOAD; 51 pal ROOF DEAD LOAD; 10 pot FLOOR LIVE LOAD. _1�_ of FLOOR DEAD LOAD; 10 psf JOB ADDRESS: \�e,��c�� 0 = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Wells Zone 5 END ZONE Corner Zones Roof Zone 3 36'-a" FLOOR PLAN 43.1 CRASH POST DETAIL TYPICAL NOTES: SCALE I/4" = I'-O" N.T.S. 34" high by 4" diameter I. Contractor to verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Flange with 4 - to ex ansion bolts Into 2. Contractor t0 STRICTLY enforce ALL OSHA Requirements. Slag (3/8"t 5O ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ALL Concrete used for vertical filled cells, cont. tie beams etc.. to in shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. o 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. -8" wide door at one bathroom for II. Contractor to Provide a 2' handicap accessibility requirements. " 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door EH. =Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 20O 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 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x V P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Bxposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C 19, C415, C514, C630, C931 C960, C1002, C104-1,C11-17, C1118, C12-18, C1395, or C1396 and shall be installed nr• ^rrlinn it) the following: (FBC R-102.3.5) Dr wall Thickness J Location Orientation Framing ber ember Max. spacing of fasteners Nail sing options for installation drywall into Spacing Maximum wood framingg members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8- long with 19/L4" head OR 0.098" diameter x 1 1/4" Iong annular -ringed or 5d cooler nail /2 0.080" dia. x 1 5/8" long with Either IL" 8" 140 Walls Direction 15/64" head OR g mail 0.84" 5/8" with 9/3 "0head.dia. x Iprd Ceiling Perpendicular 24" 1" 12" 13ga 15/8'long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e 0.092" ilia. x 1 1/8" long with IL all IL" Walls Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/L4" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at L" o_c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product a2prf: 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shouter 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 accompanylnAsmoke developed index not to exceed 450 when tested in accordance with STM E 84. Insulation shall comply with F.B.C. R316. 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 I.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 L" end lsapacedd LBno c.wat all corrosion twos statgigered. rows 12"hole 5 inrifield. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor st each truss with (10) IOd x 1/2" nails l 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip - Edge i Fascia 2" x L" Kaycan full o vent vinyl soffit installed using 1/8' dia shank x I5" long gaiv. rooting nails with $/a" dia. head per product approval - see chart sheet IN 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade r 12 4 wood Base SECTION PRE at 24"o.c RTRUSSESED TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass 'in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dryywall over I" x furringg strips a{ I6 o.c. with R4.1 ?I -poll insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertainingASTM codes. and Mortar comly proportioned hoFBC dR60 SC R601.1 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill call with concrete and (1) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 611xL" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Ij11111- 14" x 14" Concrete footing with (2) #5 bars cone and #5 transverse bars at 4ri3" a.c• �� �I Masonry Beam I Head fixed door sliding door 1 1/2' Bottom Track Sill Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 114 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. Total Cubic Ft = 11,192 2" VTR JAL I I I 21" VTR Masterrr� JiL Bath 1 2'hrl 2' l.r Lev. q• 1 2' YTR w.c. l J1L 3" I I I 2' 3" % 1 aver. Ka. amk 1 I Kitchen 2' I I Lev. 3' W.C. Bath #2 ahw. 3' C.O. To Septic PLUMBING RISER 1" x V P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall ypical Flooring - Install SGD thru buck into block with 3AL" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c_ max thereafter at Jambs per product approval Jamb LUindow Schedule 7 Mark Size Rou h Open. Window Descrl Lion PRESSURE ZONE I. 4'-5%a"x 5'-3 %a" 54%a"x 63%4" Single Hung ZONE 4 2. L'-2%a°x V-3 %a" 15" x 63 y," Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21%2"x 38%" Single Hung ZONE 4 4. 4'-5%8"x 4'-2%a" 54%a"x 54ya" 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 Rou h O ening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" L X '-8" 14" x el %2" or r essst" I, Sliding Glass Door ZONE 4 D 2'-O" X C-8" Solid Core - Wood - I.-Panel-13i-Fold Finished 24" x 81 %2" E 2'-6" X 4'-8" Solid Core - Wood - 6-Panel F 5'-0" X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x C-8" x 1 N' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4'-8" Solid Core - Wood - 6-Panel J 2'-6" X 4'-8" Solid Core - Wood - L-Panel - BI-Fold K. 2'-e" X C-8" Solid Core - Wood - L-Panel - Bi-Fold L I'-6" X C-8" BI-FOLD ALL Exterior doors t0 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 4 V 2 IO'-O" 1 14'-O" ON THIS PERMIT REVIFO Opt. PATIO/SLAB CODE Cho S'T. LUU l 12i EGRESS ° J p 12" x 12" Concrete column Co I block filled with concrete and r (2) #1 bars vert. tied into lintels above ° Covered Porch e e ° I MASTER - BEDROOM uUc 8'-0" to ,9'-8" A.F.F. OL °D vq "r in Vault d Ceding e'-O" A.F.F. °fN a Flat Ceiling Grt EAT O O M o q I N CD I I Rod Shelf C14N 1 amity to be y2 a high H.B. ° to T-8" �}.F.F. 2" x L" knee -wall c l io Of8'-0" Vaulted Cedlryg below counter top 8C I O M rr CLOSET DINING 1 ROOM L LINEN 6 s 8" Rod Shelf ASIMN£T O s r r I ° Q 141 -pW- I AT I B Q p Vanityto be r r o i 34 y2 high I I Ln O o High Wall I ° QTCHENa Oi I ivI ua - Vent C ryer wall throng wall - - Over -flan - 9 ° ° Flat Flat Ceding 10, Upper ca inets to '-O" extend over ef, iv iy I " flllerr+ I "' BATHy.. 4'-0" Vs� - Zrpsn is ° ° O Rod i Shelf hl - - - - - - 18" " ry ® i(i LI -II Be Inrlauan ' O I t`"`T'/1 4"0 Steel Ballard '�'/C #I rn ! u! I $ ea atad on this sheet I _____ L I C l� n Provide auto O ° e Attic Access closer ❑ I tq 10,6 with light e'-o" A.F.F. _ _ 22" L - - - - - _ V Uu Flat Ceding - 150 m 13'-L" L'-o" 4"' P Meter a wi Panel ~LLN mK SECOND © e ❑ BEDROOM E ERGEN Y GARAGE GRESS ° F-11 IM7 11 DO r O Flat Ceiling 0 - ° EGRESS r-----------------i O ' Block wall in garage to be l i I struck block CC V E R D O 12" x 12" corcrate column block filled with concrete and (2) #1 bars vert. tied ORC I 14'-6" I i In o lintels above 71- ' I ® I I I ° ❑ O (V ° ° e❑a Iasi ° In e 5'-2" 2'-8" 2'-8" 3'-51, 9'-0" 3L'-O" 1- Install windows thru buck into block with 3/IL" tap -con with I I/2" penetration at L" o.c. max. from each corner and 20." c.c. max thereafter at iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS vr-7, j FOR T f Attach buck to block wall with 1/4" die. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x V PT Buck of wall arias INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru jamb into buck ON ALL JAMB, HEADER, AND at each hinge and 15" o.c. max and SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS TYPICAL scale . 1/2" = I'-0" J I l�Ul� 1 UI�./"_�L_ IXL/ I L___J: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL, VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WiRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI I5. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for fevfsion 4. Verifg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-1111 wide. Provide (2) filled cells on each Side of openings from 6'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for, any other condition used. Foundation walls shall have filled cells at 24'o.c, unless otherwise noted (see section) 6. Contractor to provide for Form Board Surveg - Form Board Surveg to be provided to Truss Compang prior to truss construction 1. Contractor to provide for Soil test prior to construction and provide a copg of Sol[ test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, meeting ASTM A-l� and A-35 specificat►ons. 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"xV 30" overlap SEE TYPICAL with concrete and at each filled cellSECTIONS one #5 bar continuous :T_ = III ME_ 4" concrete slab with fibermesh OR 6 x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL �11 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan F\ I �_�W_VI 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Top of footer I6° below finished floor (2) #5 bars cunt. bottom steel E STEPDOWN SCALE 1/2" = 1'-0" Verlfg house slab height in field i_I 30" COLUMN FOOTING DETAIL 3011x30"AL" concrete column footing with (4) 45 bars each wag w SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill co i r N PORCH SLAB EDGE DETAIL SCALE 1/2" _ 95 bar vart. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Vx6" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill O'-O" ® F.F. Grade ic 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = 1'-O" 2" x 6" PT wood secured with \ 3/8"dia. x b" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. 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 #5. From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Cr L 0 n 36'-0" I 4 NC 10pt. PATIO/S Afp Id m ----- I L — Rear Patio/Slab 11! to be poured separate 14'-O" INCLUDED 1IS PERMIT I I-————— ------� FI I I F4 1L from the house slab. n I O 4 Thicken footingg to 24"w x Mild x 24% Q L -I under Filled cells r— — — — — — — — — — — — — — — — — F I FI ba -i II-i I 'I _i I �I I I T00 IN = un er gir er Baring. J Patio/Slab to i with bottom of 3 door recess. lope 1/2" fCry`. rill.: v Vanitg to be 34 " �hlgh�fll H.B. -4" concrete slab with fibermesh OR I 6 xb 1#10/10 WWM on 6 mil Visqueen over �10 I clean compacted termite treated fill7 (\ ° FI Ell 1 I IE —i I .---, _ j I j I �- t- -i " I ° I• °I I� I I I ° I >< ° O o r — — 4"0 Steel Bollard W ®filled w/ Concrete 1 #I 5 a - I FI I I mNE I :!E`` FI rEE O❑° 1 .�.i O 1 ° IOC O 0-0v.2° I I � ° 1 ° O UB r- i E 1� U �o° = LLJI w xt F 5 1 o 1 A-- I Q x Recess for FS I Q------ JI 4 r 4 ° -- ° I — — — — O , Garage Door - iu* , OO Loil IOLA ° x 12" concrete column block filled concrete and (2) #-I bars vert. tied Into lintels above 3'-5" 9'-0„ 3'-4" 5'-4" Bit NE 36'-0" FOOTING SCHEDULE Mark Sire 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 F SO" x 30" x VD COLUMN FOOTING WITH (4) #5 BARS EACH WAY F® 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14% With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 O'-O" Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous beam block steel Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ROOF SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on ress re for root stated in permit info box on triiese plans f1'or zone 3 Ke Area Ede Field Fastener PreMaxssure Zone I 6 6 8d ring shank 45 oaf Zone 2 6" 8d ring shank 16 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 1. to 6" 48 wood screw 112.5 psf ** Use Halls or screws based on presrure for r of stated in permit info box on these plans for zone Concrete / Lintel Column Provide Cast -Crete 81.18-05/0T precast lintel set in nortar-. Min. 8" Bearing Provide PT Buck attached per iamb details into filled cal 4" Pre -cast sill t,t•�,l I•'„i h � •�d tl i 1 {; �Poursd Filled Call Provide #5 bars with min. 48 bar diameter& overlap in Pilled cell. Tie Milled call steel into continuous / footer steel. 1 Cant rate rooting r .( = lsee footer schedule - for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-o" Verify with �Plan -� 12 "x 11" `'' I Column Block v#Z -1 Rebar Rebar 48 Bar Om. Min. Overlap SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of trusa with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into trues TRUSS BLOCKING DETAIL to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS I/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" COX Plywood nailed at L o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11G51.12 2G ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fgstened with corrosion resistant tin caps and with 1.25" ring shank nails a aced 6" o.c. at all laps and two ataggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detain on this sheet Additional Precast Lintel 11 a 11 it #5 bars Z_ Lintel Bar Clear A B r .1✓ •' 1 CLEAR Length Length Span Bars ears t ' • ' I i ' I t 1 2'-10" 2'-8" 1'-6" 2,43 none 1 "•i' 1 1 1 "' 1 I �----y '-----0 �----� 3'-L" 3'-4" 2'-2" 2,#3 none ere-OB/IT 8F8-IB/IT 8F8-I5/2T Additi«al 4'-O" 3'-101, 2'-8" Z#3 none _ #5 bars ••. ILEA i°(':. 4'-L" 4'-4" 3'-2" 2,43 none :•.: now Raw of "H' :,.• L'•'.,t Block Above +<C''�a'> 5'-4" 5'-2" 4:-0" 2,93 none 4'-C 2,#4 none Precast Lintel r �t•:.:.r:� y i is^,'':1' <:•., I L, -All L' 4„ 5'-41, 2 #4 none i Additional -'' I #5 bars s____s 4'-2" 2.45 none BFi4-113AT BFI6-I13/2T NOTES: 1'-10" none 1'-O" 2,#5 L min. coverage of steel=1.5" 2, on. bearing required 6 ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Caat-Crete Specification Rows of "H" 61oek Above a " Bottom Steel ome Top Steel Size Max. Gravity Load (PLR) Max uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2' V-L' 8F8-OB/IT I as 3069 1569 1024 L31 2'-1.' 3,_e. 1. 4'-O' 8F8-OBAT 1 #5 25LI 1363 Its L45 4'-5' S'-10' 8P8-OB/IT 1 #5 1 1105 404 334 LSO 5'-O' L'-L' 8F8-OBAT 1 #5 1238 836 121 L60 L'-8" T-0 8118-013/IT I a5 1011 121 534 LBO V-O' 9'-4' 111Fe-IS/2T 1 #5 2 #5 152 S91 512 L90 9'-0' 10'-L" ere-I15/21' 1 #5 2 #5 (43 530 401 L90B T-On 10'-L" SPIL-I5/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4' BF8-IB/2T 1 #5 2 85 582 494 452 L100B IO'-O" II'-4" BFI4-I13/2T ONE 1 95 2 1 #5 131,L 1028 452 L120 17-0" 13'-4" 8118-8/2T I #S 2 a5 411 428 324 L120B 12'-O' I3'-4" BFIL-I15/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0' IS'-4" BFIL-I5/2T ONE 1 #5 2 #5 1250 1.09 239 LILO IV -ON IT-4" 8F8-IB/2T 1 #5 2 #5 SOO I M2 M4 L140B IL'-O" 1 I1'-4" 1 BFIL-IB/2T ONE 1 #5 2 #5 sco Boo I H4 - 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 - t 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip _ Edge t Fascia 12" 2' xL" Kagcan full o vent vinyl soffit installed using 1/8' din shank x T 5' long gaiv. roo�ng nails with 3/e' dta. head per product approval - see chart sheet 81 12' x 12' concrete column block idled with concrete and (2) t1 bars vert. tiad'_� into lintels above thicken edge to 8'x8" with concrete and one #5 bar continuous BEYOND Top of footer I6. below finished floor 12 4 Aluminum Dr Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with 12) 10d ils at each web hi -rib lath vertical wood s to provide :ration into 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 Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Brace Gable and with 2" x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at each truss U.I to .•, LU to � j IV U W I- E W 'j-0 z-I-F 0 cv a Q w ~L-- LU iL 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 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) �R-30 blown fiberglass Q in bottom chord of trusses F- -1/2" drywall with smooth finish W Two rows of beam block filled with concrete _and (D #5 bar cont, in each row. Substitute precast lintel filled with concrete and (D #5 bar cont. for bottom row over openings 1/2" drywall over IN x furring strips at 19" o.c, with R4.1 ri-foil -insulation on t pical 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" oniy proportioned Der FBC RLOl.l and Mortar points shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ©0 (D (ty #5 bar vent. picaU. Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L and Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift �TA 2O Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet ME, 10 WEI PlAr i Ax I P�AIIIA& IF oil I AV FAWA, 6 A' M `1EA VAMA HAI VOWA MAJ VAEA OVA 11 MAE 1 i VA A FAMA ;WAW0AAI1EA 140 1111111111111 iNO .3 M-� Wig a wj� rN IN FIN Sam 11 asse V14!" �I Ica] Section at Front Forch Scale Braden t Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net FLAN #C CODE SM 1 � ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 11U4nne BUIIGIIng Corp. Date Dr IwBn : Revisions : Sheet Comm # REAR THE STERLING PORCH Drawn by: d I , 1301 RIGHT c.c.u. Sparnsh !-ekes Checked by: St. Lucy County Florida D.R.B. OF 5 PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR 2 40 1.0 kw #8 A/C camp 1 2 AHU #l0 3.5 kw 30 2 3 4 - 2 30 4.5 kw #10 40 gal. eater HTR 5 6 Rana #6 12.0 kw 50 2 1 e 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 1 12 - 1 20 1.5 kw 212 13 Iq Dishwasher #12 L2 kw 20 1 1 20 1.5 Its #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 Is Racepts #12 20 I 1 20 1.5 kw #12 1 Kitchen S.A.C. 19 20 Recepts #12 20 I I 120 1.2 kw 212 Clothes Washer 21 22 Racepts #12 20 1 1 20 0.81 kw 812 Garage Dow Opener 23 24 1 Racepts #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 - 20 1 1 20 1.92 Its #12 21 28 Recapts #12 20 1 1 20 #12 General Lighting 29 30 Racepts #12 - 20 1 1 20 412 General Lighting 31 32 Racepts #12 20 1 - 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 - 1 20 #12 smoke Detectors 3I 38 General Lighting #12 20 I I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 8 are i1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Lighting. (3, watts sq. ft:) Small, Appliance, Circult(s).,,„, ,,,,,,,,, ,,,,,,, .Range .......... . . ................... Refrigerator .... Microwave Dish Washer. .................................................. clothes, ,Washer ........................................ . ...... .Clothes„Drger„.„..,.„..................................... Water. Heater . .............................................. Water. Pump .................................................. Garage,Door Opener ........................................ 1135 3 5,205 2 1,500 3.000 12,000 1 12,000 1 1,200 1,200 I 1500 1500 1 1,200 goo 1 1200 1200 5,00 1 5,000 1 4 500 4 Od 0o0 810 1 1,800 1 810 Total Watts 31,416 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 940% 1 0 10,966 Electric Heat or A/C 10,000 945% 1 10,000 IO,OdO Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light - Ss Double Pole Switch ® Eyeball Recessed Re Push Button Switch Exhaust Fan Duplex Outlet Calling Mounted Light `0 Special Receptacle O- Well Mounted Light atsrproo grownd fault circuitterrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector 412 Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack nc oisc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up [TI Intercom Opt. PATIO/SLAB Covered Porch GkEAT iy�00M I a��r 208 CFM Cenon ter ebngtrhn'`�.�208 CFM IOxlOxl e�� xlOxl IDL.. , 12" DINING ROOM 149 CFM IOxIOxL M STEl2 B DROOM 149 CFm IOxIOxL 12x12x10 S/A I p J I w!� 12xI2x1O - - - B/A �` L 11 Cr n 12xLx1 H.S. Vent thru lei 4 20x 0 L7AT Pe I O i - OO - -- i T I i I 14L CFM 110 1 > > l� r 22' x 54' = Attic Accew IO)d)d I Q 4 1 L -with light _ J SECOND BEDROOM 12xi2x8 j B/A d� COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN � � � � � � � � � � = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = 1'-01/ Electric Notes: I. 2. Use copper wire owlgg, no aluminum. Provide and wire all required smoke detectors. 11, It is not the intent of these plans to show everg minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all -4. service and provider. ALL fans shall be on a rheostat. the requirements necessary for the equipment to be placed in 5. paddle ALL bath and kitchen receptacles to be GFI protected. proper working order. I8. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall complg 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 compang. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectively 10. A/C Refri Brant lines that are run thru slabs must be sleeved in AVC grounded as required b y the latest edition of the N.E.C. II. ALL A/C Equipment shall complg with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. testing, Contractor shall pay for all fees, permits, testing; and 21. All equipment and panel sizes shall be verified before inspections including blower testing where 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 bg others, duration of the work. IL. 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 ang conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I A/C disc. 150 #2/0 Aluminum feed �ICg I'/s' Conduit PANEL M TE AHU 2" PVC l FPL 2" rigid service FPL Bare #6 c e wire to #5 cant pear inslab 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 -- vent-#thr .L Soffit eter Opt. PATIO/SLAB � w.1 i Covered Porch 1 � / W.P. GFI \ \ / / "T I F v / G EAT Smoke / Carbon - - - ROM Monoxide Detector Combo I S $ I M I I tSEvLT I I I �- DINING I I ry ROOM i 11 Fi' F �Gff GF111 - \N, I I ,I 1 / I� 1 I KITCHEN i 72Sms>kr / CALbm _ J xide Letector _ Q Combo r,>=i Hines NV 3'-2" 3'-2" 24"A H SO M Exhaust Duct F I _ Thru Soffit \ GFl MASTER BEDROOM m enter ? N ---SECOND BEDROOI�i I v /PB f\ I / \ Wire Front Post \ Light w.p. Gi=l \ t VERE 1`I 2"h GFI k W I -->i24" x 54" 1 I Attic Access / with light Optional 1510 Am inel location IR-c / Panel p IPull chain / light in attic , "h GFI GARAGE Geroge (I Door /�jfj1J Opener r----------------- i I I I I I I I I I I I I I I I I I I I I I I I I CODF STD� Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall p. GFI Install owlet N under disc. not shown for clarity Q A/C eter ELECTRICAL FLAN SCALE: va. - 1-01. L'-3" !I I Post Light with Photo cell Attic Ventincl Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/ISO = 14.1� sq. ft. required Provide A Continuous Vented Soffit Braden it Braden AIA, FA Wynne Building Corp. Date Drawn Revisions : Sheet Comm # Architects - Planners REAR 411 S.E. Coconut Avenue *I THE S T E R L i I V� PORCH Drawn b g E - 1 1b-301 Tel : (112) 281-8258 Fax : (112) 281-8283 Spanish !takes RIGHT C.C.U. Checked by: B E-mail: brad enai ae comc ast. net Stuart. FL 34999 #AAC000032 St. Lucie County Florida D.R.B. OF 5 I\=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A For Truss to Truss Carrying Girder Connections see hanger/connectorTDOme be as de tabs o schedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" hee1=315116" 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 SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR TAT MODEL. hU*Ia FABRICATIONToaI1AGREEMEND6RETURNED The legal deacrlptin of the property where the trusses will be Installed Is: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH Theanderelgned .rim A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers P- - - SPAGING NDTE ALL TRUSSES ARE TIC BE SET AT 2.-O: ON CEKER EXCEPT AS NOTD rris A Al AIFR "A IV�LEFZ IVO—TE 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 are installed. Miml GRA ��\II II ,I III II II II II II II II/P� 1 A3 1 A4 I A5 I A5 I A5 I A5 / \ AS A5 I p k f I I ryGt ATA ATA ATA ATA ATA ATA ATB ATC AW N 00 W INVERTED'W WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U low I I I I I I 15'-10" 5-4"T-4" 11'-6" GARAGE LEFT DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 4v"I B 1 I. INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U 1�1� ilr INNER!! i, i ��IS�`Ilk.N owledgee and agrees: which will be made In eWct eaordance with this truss placement diagram layout, which Is the Bole authority for determining.succassful fabrication of the Wssae. . 2. All dmenalons In this layout have been veriryed by the undii-anon' gn cot .3. Unleu wntten notice k provWed by certige,f mall to Chd. ambers Trues within ten (10) days of delMry the undarolgned agrees Nat no backcharges will be allowed..ln the evert to xr repairs its re i furnished Chambers Truss shell hen three (3) bu9lnass days fn v vent to begin repalre required, or to eubet Mr other hussar, et Chambers op n. �• The u reign! d aoknowledgea receipt of •BCSI 1-03" summery sliest by TPI & WI e. ;jly. 4 r or atte. It Is the buyers'reaponelblltty to make the Job ehs suitable fpr delivery, Qhambere Truu has the sole avNority tool m. sullblllty of the jab the of a poitlon of the Job atte for delivery, Chombere T Bse will be responalble for dump delivery only. 9�The buyer Is rosponslbie for sddPoonal delh, xpanses #Chambers Trues has to ray .r le ma rjeos anelbls to Chamb�ere Truea reI or boyar Is not prepared for delivery of trusses. Price as shown I towing reefs due to she condl0ona. thlc.leyblit A 55D per Aopurafreege forhreTvl Is olna may l'IW 0� by Chambers Tr4aa are, made Iri 89. Me M are on ble prlca. RDEo �ICbe Mad n delivery the paid agreed 1t onoroI n t' on delhrory. Invoice may, be made at scheduled date bf delvery If buyer cannot accept' delivery of fabricated trusses. The undersigned agrees to pay Chambare.Tryse reasonable ahomey's fee for collecttona In evert of payment not tlmety made. 1.12 -A Per month servI chary. will be added for all suma not paid within term.. ' S. Signature or Initials anywhere on this sheet con.tltutea agreement to all tarns hareln. Q. In conalderetlon of Chamber Truss extending credit for this material the undersigned uncondttlonofty guaremees payment when due of any and all Indebtedna.a owed to 'Chembsre Truss by any entky rscalWng material and the undersigned agrees to pay such Indebtedness InduUing attorneys fees, N default in payment for material be made by the redplen4 WEDFOR or 10. In the event of any litigation concerning this agreement, the hems fumlahed hereunder REV IE NCE Saint o'� , F,hbsriaBn, the. parties agree that the sole venue for any such argon will CODE COMPLIA -ry RaoponslM11. lltles Fo Conllites are strudl n Using Metal plr -Nefloral atenCon And Rbbbmmended Trusses Guidelines On �U I� COON ANSI/rPIIVJTCA4-2002- �D DATED _ i SIGNED �� II fQO '(� GRA srt ATA ATA ATA ATA ATA ATA ATB ATC BHA d' TIT'E---- o Aaslxsaderbarmaybarey� JPar'SM14WIDPrsysrRprlitayg, darI Multiple ply trusses must be fastened together per englnee S before they are set; fallure to do eo can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. 'Study the contents of the information packet Included on delivery before setting trusses. Theses mustbesstand braced Pardin pr pnNgmti"8 Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other cdtiCentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES US/NG THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort P1011"I Florida 34982-6423 800-551-5932 Fort Pierce 772.405-2012 Fax 772-466•8711 Vero Beach 772-569.2012 Stuart '772-286-3302 ' 'rho Architect's or Arc hi rPot Is, rpicrOsontative's shop drawing approves, IN NOT a The "douhla check" of the contralrtor. eantractor shall remaln rev panslbre for checking field measurements and other construction criteria, Architects approval revere general roof shape, review of truss strapping, and loading ep structure from gravity and uplift loatls and their re active locations. Approved j,erl Date:-(cqt/'lQT B _ Braden & 8rsden A.I.A, 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY' Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. o tg Top Chord Live 20 H , Top Chord Dead 7 4.2 N a Bottom Chord Live 10 Non -Concurrent 0 w nC ° Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 rn Duration Factor 1.25 to d = Wind Speed 165mph Top Chord C.B. Sheeting by builder. w N Bottom Chord C.B. Sheeting by builder. N, Highest Mean Height 12'-0" I—� Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rc.u.l_.=Ftesiralnmti Uead Load C.B.=Continuous Bracin L DESIGN CRITERIA shown above with the g department and your engineer. Criteria is the responsibility of the DeSi net and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date: 11/14/16 Revised: 10/23/18 v, FOR I I I I I 1V-6" T-4" 6-4" 15'-10" I ^ 31 < WYNNE DEVELOPMENT CORP.1------ STERLING DESCRIPTION: GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 / &q Praj ��aa�