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HomeMy WebLinkAboutBuilding plansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 F. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 1SLOPE block construction Plnlsh Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELE\/ATION IIEGRESSI U RIG. T ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411151.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 4 EGRES PER D 3 0'0" = Finished Floor 5/81' thick light textured stucco on typical concrete block construction Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening P g Type NOA FL / NUMBER Product Model # Manufacturer Glass Attachment method TEST Expiration Date Design Pressure of Approved Tests 1.2.3 #4 FLU I1499.2 Single Hung Series 185 MI Windows and doors x 3 llPcane mi p n ton at meJc om eac� corner and G o.e. therea�'ter througq �uck into solid filled eMu wall maintaining min 2.5" edge distance m strict adherence to the product approval. ± 60 sf p A 16-0330.02 Overhead Garage Door Model 824/811 T-4" max. width IG'-o" max height DAB rota x ac to aorL eta ac of i coilwith a a6 bar wrt. LF4 3/e' x C Win HLC alnve anchors at s' oc. h 126'6iK x°0w 6ie*t�Wimeh.�eed°° di.tmx'. lint°° track to, buck leg screws in each bracket mnteimne inn d 1.6' edee distance - GC to strictly adhere to product approval reside VIL' nut dasher on filler shafts. 10-9-21 + 50.0/-60.0 sf p FLU 16614.1 Fiberglass DesB smooth Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max from co ners and m.5" o.c. max thereafter in head and Jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 MI Windows and doors L i4 x 3 cone w 1na uanatration at ` max. rom each corner end -1' o.c. all aouDla row thereafter through f T Buck into adid filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method ST Ex iration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF - Roof FL# 11451.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2G ga. Sy crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with eaif sealing washer at 12" o.c. max skating over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" ox. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at t" o.c. screwed to soffit framing using # x 3" woodSsclews at each trusas. ils Install soffittwith 3/8"l a. to battens using +55.0/-35.0 PSF Hurricane Panels Flit 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced 6' o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE, L■J� 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction R=AR 12 4 1 SLOPE COVERED PORCH ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 \ ST. LliCTp rr/O'�vii:P�C RF,VIENVE O R NIYL 410E REVI£tN'E Y DATE J PLAN'S PERMIT " ; BE KEPT ON JOB OR NO INSPECTION WILL BE 11ADE. l2„ .H. O'-O" =Finis ed Floor S OR ATTACHMENTS E THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WQhk ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COOK TERMITE TREATMENT REQUIRED 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. Q 2" x 4" top plate 1I 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 [ / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non-Bearinq Partition Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel B : (112) 281-8258 Fax : (112) 281-8283 E-mall: bradenaias'comcast.net Stuart. PL 349% #AACOO0032 nits W(gnne Building Corp. Spanish Lakes St. Lucie County Florida SCALE: 1/4" = I'-O" Z ALL MANUFACTURES LABLES SHOVAi,G U FACTORS AND SHGC COMpLiANC WITH FBC ENERGY CODE MUST REMAIN INN ALL DOORS AND WINDOW ONSARE AP ni-n" = Finimhcrl Flnnr ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: 11'- 'r Roof Pitch: 4:12 Internal Pressure Coe Icient. ±O_I8 TOW0TCH 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 Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.124 ASO design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+O.LWL; O.6DL+O.4WIL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.4 par Roof Zone: 2. +20A/-51.0 psf Roof Zone: 3. +20.6/-84.0 par Components i Cladding Wall End Zone Width: 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 par 0 Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Components i Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? EM = Roof Zone 2 yes Walls Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Sod Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: M = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --1-5 par FLOOR DEAD LOAD: 10 oaf JOB ADDRESS Model: Date Drawn REAR 5-9-I1 Drawn by: PORCH c.c.u. LEFT Checked by: D.R.B. Revisions Sheet Comm # I. 11S-IS8 OF 5 I /\ j� I L O O R FLAN 4" �FLOOR Recess top plate for steel support Viax 3/8"d angle f- f� I � C R A S P O SJ T D E T A I see detail on this ahset \ TYPICAL NOTES: SCALE I/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter pproceeding with Work. g steel crash post, Floor Flange with 4 - 3/8" Steel countertop support angle Install 6" from each end and 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of see angle detail counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t SO ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 1/2" drywall 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc., to ° - Shall be 3,000 P.S.I. concrete and/or 4,000 P.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. 1. ALL wood in contact with concrete shall be pressure treated. ° 0- S. ALL wall dimensions are nominal and not finished Wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 I-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C4i5, C514, C630, C931 C960, C1002, C104-1,C1111, C1118, C1278, C1395, or C139b and shall be installed according to the following: (FBC R Masonry Beam Drywall Location Orientation Framing Max. spacing I" x 6" P.T. Buck nailed to / block with case hardened Halls block options for 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13L.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and Installed LA.W, manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members Installed within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accomparliging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" a.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane c(10) IOd x la 1/2 nailsuea 12 ( 24" o.c.) supporting Max 4 I Islolbs. uplift i Aluminum Drip - Edge d Fascia 2" x 6" Sub -Fascia Kagcan full o vent vinyl soffit installec using 1/8" die shank x 15" long galv. roofing nails with 3/8" dia, head per product approval -see chart sheet #1 5/8" thick light textured stucco on typical concrete \ block constructionHA °D #5 bar vert. w/ 30" overlap - at each filled cell d TYFICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. 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 (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 (i-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R4011 and Mortar Jonts shall comply with FBC R60�.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). `Max, spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill _I .. 14" x 14" Concrete footing with (2) 45 bars cont. and #5 transverse bars at 48" o.c, tom Counter top - verifu type with contractor Base cabinet 2" x 8" wood studs at 16" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL Attach buck to block wall with 1/4" die. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck or wall B cries #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and n P_ t_ n i l n t_ M CX)r prior to door attachment NITS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ \ Buck to be I" x 4" PT P.T. Buck nailed to block with case hardened nails D e t a l l at W i n d OW S prior to window attachment NTS Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 0 O Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2" Sllding Door Detail At Masonry Wall NTS Masonry Wall cal Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rou h O en. Window Description PRE55URE ZONE I. 4'-S'/e"x 4'-6 %a" 54%"x 54V' Single Hung ZONE 4 2. 6'-24'x 5'-3 %s" 15" x 63 4, Single Hung ZONE 4 3. 2'-2" x 3'-2%' 2lk2"x 38%" Single Hung ZONE 4 x 5'-3%' 38" x 63'/4' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. LL windows to withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wl h manufacturers specs prior to construction Door Schedule M rk Size Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-8" 41"%," x 83%" Fiberglass Panel - Inswing ZONE 4 6'-0" X 6'-8" 14" x 81 %;' .7% tin Sliding Glass Door ZONE 4 2'-0" X 4'-8" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81 %2" T-0 X C-8" Solid Core - Wood - 6-Panel 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold 2'-8" x C-8" x 1 %," Solid Core Wood, Steel, or Masonite Door 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2'-6" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL b GARAGE WITHSTAND All wi Exterior doors to Withstand pressures stated in permit info x on sheet #1 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough opening dimensions to be verified by contractor h manufacturer s specs prior to construction Verify attachment hole location with GC prior to fabrication 3/8" steel COUNTER TOP BRACKET DETAIL 3S'-O" Total Cubic Ft = 14,02-' Square Footage Breakdown Total A/C Space = I,153 sq, ft. Covered Porch Total = 212 sq. ft. Garage - 459 sq. ft. Under Roof Total = 2,484 sq. ft. Scale : 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied 1 ,..4.. i + it ni....m �$.S STRLU( I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IC 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. II. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 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 TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15 ATTENTION OF THE ARCHITECT. 16 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11 FOLAD/4TION FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, 8 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. 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 veriflcation of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect Shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and I #5 bar vert. at 4811 o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from _Cu to 91-111, 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) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of Soil test to architect for review prior to construction 8. ALL Reinforcing Steel Shall be grade (0, meeting ASTM A—l6 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. U5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell �ECTIONS _21 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade 1 =I 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" I / TYPICAL FOOTING DETAIL J SCALE 1/2" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 10" __�(2) #5 bars cont, bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of footer 19" below finished floor 1I" Verify house slab height in field Thicken edge to 8"x8" with concrete and one U5 bar continuous GRADE #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ — 30"x30"xl6" concrete III column footing With (4) III 45 bars each way 3' 30' .... All COLUMN FOOTING DETAIL SCALE: 114" = 1'-0" FOOTING SCHEDULE MarkI Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET SO" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill E DETAIL SCALE 1/2" = I'-0" TYPICAL rIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill _n„ 9 F F gil " I1 lii lii' 14% x footing 14"d with concrete monolithic (2) 45 bars cont. 14" GARAGE CURB DETAIL �� 4" concrete slab with fibermesh OR 611x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 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. 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 1*5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam r Double Filled Cell Column a- NTS N17- �n Bri 10" (2) U5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN N R Conic. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell C DIUmn NTS i 12" T_10Y2" 12" 8'-10%2" N ° E El 1100 ._� __i_i. 601 1 1 100 °T _ _ _ _ _ — — — _ _ FI �� Filled cell under I girder above o I FI � I 0 I - p Rear Porch Slab to FI ❑ L W - be poured separately from House Slab. I N , O I Thicken footing to E 24"w x 14"d x 24"1- under felled cell - ❑❑ ° ❑ E❑� EE under girder bearing. m r -- I --- FI `� — — mtoo qova Rear Patio/Slab to be flush with bottom ofsliding door recess. Slope I" Vnp ❑ 4" concrete slab with flberms �m I 601x6" #10/10 WWM on 6 mil Visqueen over H.B. U U I clean compacted termite treated fill �I E iL WASHER DRYER FI I F_ I IE �I I 1 —i 1 I 1 —i _ —i I O Q:J IE Ll ° ❑ � I FI p I E r I EI IE o Dw TFRMITF TRFPATMFIl1T RF0UIRFD o o o _ EI \ IE 4 concrete slab with fibermesh OR FI 6 xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill 1 E MNON-VENT ❑° O I REF. H.B. I O SIB" CLEAR � OPENING OO r--- --- A/C FW.H.�5 n11ths sheet a detail Ballard I > 1=i CD �I W CL I 1Q O I FI ❑ Meter and panel m J either side of ouse field verify I I E E UDL BE N service location 1 E— -- --a- -- E IQ W E I — 4" std 101- O I 01 ILLN E - ❑ L Q I a I 5 ❑o — — — — — — — — —1 t — — — ❑ E 1.5" Recess for O 1 1 EE — EO O 1.5" Recess for E 119 DE Garage Door ;a Garage Door 9'-0" 2'-8" C-4" -8" 91_01, 2'-8" 3] 35'-0" 1/2" = 1`0" SCALE 1/2" = I'-C)" Simpson HETA 20 hurricane anchor at each truss ROOF SHEETING ATTACHMENT DE7AIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for for roof stated 3 in permit info box on these plans zone Keg Area Edge Field Fastener Max. Pressure Zone I 6" 6" Sd ring shank 45 psf Zone 2 4" 6" 8d ring shank i6 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Provide #5 bare with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. \-� Provide Cast -Crete SUB-OB/OT precast -- - lintel set in mortar _ I Min. B" Bearing -- - -L - - - Verify with Plan 12"x 12" 1 Column Block v#'I � Rebar Rebar 78Br Dla. Min. Overlap to Lintel Attachm&nt BEAM SCE-IEDULE Mark I Size and Descrl tion BI Two rows of beam continuous in each 45 900 bend bar block filled with concrete and 1 45 bar row. Hook vert, bar over top bar with with a 10" min. lap at top bar. NTS Provide #5 bar set in pre -cast ROOF F T,4N Scale lintel into beam where length of the opening calls for it. — Overhan S At I '—OII Unless Otherwise noted On t e PT Buck ed per jamb into filled a 4" Pre -cast Sill � — Roof pitch at 4:12 unless otherwise noted on thl _-- — Truss shop drawings to be provided by manufactL —;� — Any changes to this plan shall be submitted to 1 ` architect for approval in writing prior to startln( — ALL TRUSS TO TRUSS CONNECTIONS BY I TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior to Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. .T 4 Co Crete Anchors Per Me ufecturera Space F Poured Concrete or II concrete block wall I/4"Mae Concrete Footing J L (see footer schedule for exact sizes) I DETAIL AT WINDOW OPENING IN Aluminum Panel Saes per manufacturer I Scale: 1/2" = 1'-0° See 7uwcal Stud Detail CBS WALL I I i v SINGLE PLY REAR GIRDER TRUSS l/8" x 3/32" Wing Nut w/appropriate washer and spacing per manuFacturer's Details mm Beu u Nail 2" x 4" blocking to vert. leg of I m O94 truss with IOd x 1.5 nails at 4" o.c. I _ m m y Install Simpson MGT into wall usingg d \ dia. threaded rod set min. 12" m into wet beam and (22) IOd nails into trues n I e into TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT '1/8" thick light textured stucco installed per ASTM C 92L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tggpe 2 felt paper using Sd nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with lod ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional Precast Lintel #5 bars Lintel Length Bar Length Clear Span u AuB Bars u u Bars I'-6" 2 i `�:!` %i i i �• 1 1 •' 1 T-10" 2'-8" #3 none 1 I 1� 1 1 I 's.---- ---- y I`----J' 3'-4" 2'-2" 2,tt3 none SFS-OB/IT BP8-IB/IT 8F8-IB/2T 4'-O" 3-10" 2'-8" 2,43 none Additional 4'-4" 3'-2" 2,#3 none .... �#5 bars., ` CLEAR- .^ .I: • me Row of "H" O '•,`:{;': Block Above 5'-2" 4'-O" 2 #3 none 5'-101, 5'-81, 4'-6" 2 44 none r : 7 Precast Lintel r �' Additional -4" 5'-4" 2,#4 none 1• #5 bars ' �'-6" �'-O 6'-2" 2 u5 none BFIL-IB/IT BFIL-IS/2T �'-10" T-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) 11 LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Caat-Crete S ecification Rows of "H" Block Above " ,r Bottom Steel S1Z° Top steel S1iQ Max. Gravitg Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-4" 8F8-OB/IT I #5 3049 1 1569 1024 L31 2'-4" 2'-8" 3'-11. 4'-0" 8F8-OB/IT I #5 2541 1343 143 L45 4'-5" V-10" SFB-OBAT I #5 1105 909 339 L50 5'-O.. L'-G" BP8-OB/IT I #5 1238 835 121 1-60 4'-8" T-V 8F8-OB/IT I #5 1011 121 534 LBO 1 8'-0" 1 9'-4" SF8-IB/2T I #5 2 #5 152 591 512 L90 9'-0" lo'-4" BF8-IB/2T I #5 2 #5 443 1 530 401 L90B 9'-0" 10'-6" BFI4-IB/2T ONE 1 #5 2 #5 1533 1 1183 401 LI00 10'-0" ll'-4" 8F8-IB/2T I #5 2 #5 582 1 494 452 LIOOB 10'-0" II'-4" 8FIL-IB/2T ONE I tt5 2 #5 1344 1028 452 LI20 12'-0" 13'-if" 8F8-IB/2T I tt5 2 #5 411 428 324 L120B 12'-O" 13'-if" SF16-6/2T ONE I tt5 2 #5 1015 110 324 LHO 14'-0" is,-v BFIL-I15/2T ONE I tt5 2 45 1250 609 259 L140 IL'-O" 1'I'-4" 8F8-IB/2T 2 #5300 192 144 LILOB III IT'-4" BFI6-IB/2T ONE E #5 ;2 #5 950 Soo 194 - 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 INFORMATIOIN, 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 - ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip _ Edge t Fascia 12" 2" x C Sub-F Kagcan full o vent vtngl soffit installed using 1/8" dia shank x 15" long gale. rooting nails with 3/8" dia. heed per product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) #"I bare vert. tied' into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of Tooter 14" below finished floor 1 1=IIII=III 4 12 �— 1/2" thick stun attached to hl framing with me me less than (- horizontal wood into vertical w Aluminum Drip - Edge t Fascia Poured Concrete \ concrete block wall Concrete Anchors F Manufacturers Specs Flash and Counter flash Nail ledger to gable end truss with (2) 10d is at each web hi -rib lath vertical wood n to provide .ration into 3/4" penetration members Stud Detail Stud w/ Die Cast Zinc NTe Nickel Plated Wing Nut IH° Flush Mounted Shutter Detail nts 5/8" thick light textured stucco on tgpical 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. Wood Base Step Slope per per foundation foundation plan - plan a 1� (III till III( till 14" �IcaI Section Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WC 9 24"o.c. TYPIC ( shop drawings bg manuf R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete .and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar Cont. for bottom row over openings 1/2" drywall over 1" x furringg strips at 14" o.c. with R4.1 frfoil -insulation on tgpical 8" Block walls All drywall to be installed per FBC RIO' and shall meet all pertaining ASTM codes. Mortar to be Type 'M" only proportioned and Mortar joints shall comply with FBC P Provide Our-O-Rock at all wet areas (er Fill cell with concrete and (1) #5 bar vert. (tgpical). 'Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill FI at Front forc Scale : 1/2" = 1'-0" Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment . _ .. .. _ .. rota II altlpr IIIRt. opt er In enoxu with Provide downspout hurricane anchor at each truss rroviae aownspouL ( 24" o.c.) suppporting Max. 1810 Ibs, uplift in to 3 X 93 r OL rn N Ql <10 O CL a L =to s � ui U in O Q E_�_ �uN PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 Range #6 12.0 kw 50 2 l 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 LS kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 It. Refrigerator #12 1.2 kw 20 1 I 20 L5 kw #12 Kitchen S.A.C. Il 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw 1 #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 L4 kw #12 25 26 Recepts #12 20 I 1 20 1.92 kw #12 271 28 Recepts 412 20 1 1 15 #14 General Lighting 29 $0 Recepts #12 20 1 - 1 15 - #14 General Lighting 31 32 Recepts $12 20 1 I I5 - 414 General Lighting 33 1 34 Exterior GFCI #12 20 1 1 IS #14 General Lighting 35 34 Bathroom GFI #12 20 1 I 20 412 Smoke Detectors 31 38 General Lighting #14 IS 1 I 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I sriare 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Llghting (3 watts sq. ft.) S,maIL,A.ppliance. C,Ircwt(s). ......... ......... ............. Rang.e............ ........... ....... ......... ............. Refrigerator Microwave..................................................... Dish Washer ................................................................. Clothes ............................................... Clothes,.Dryer............. ......... ......... .............. Water Heater ................................................................. Water Pump ................................................... Garage, Poor. Opener . . . ........... . ................. . . . ... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1.200 1,200 1 5 000 5,000 1 4,500 4,500 1 1,800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 8,65% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed FB Push Button Switch �AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack oM Carbon Monoxide Detector 4c:? Flood Light TQ Thermostat m Electrical Panel ® Central Vac rc`:� Electrical Meter (9) Smoke Detector Ceiling fan © Television Jack ❑1 Telephone Jack nc osc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light xR Speaker Hook -Up I❑ Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, 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. 5. ALL bath and kitchen receptacles to be GFI protected. L. 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 RM1402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully 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 property damage for the duration of the work. 14. 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 occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. 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 of the local electric utility i,,, and telephone company. #2/0 Aluminum feed 1'/2' Conduit _� 2" PVC ( A/C disc. 150 MCB PANEL 2" rigid service FPL Ber#a5#cont�rpe6awire r tor in slab ELECTRICAL RISER 124 CFM IOxlOXL PORCH MASTER BEDROOM I 12x12x10 B/A 124 CFM ld2sl IOXIOxG L-J 14,11 CFM 141 CFM IOXIOxl IOXIOxl �. I r Ixlxlxlo B/A 8x4x4 9 CFM GREAT I ROO xng a I LOSE I o 8x4x4 - - - 50 CFM WASHER DRYER I LAUNDRY 141 CFM Bx4x4M F1 IOXIOxl 12 ° DINING I ROOM IL CFM -* eX4X4 I,�I L T r 1 2XI2X8 B/A PANTRY - - - - - - - - - I DW I ° ° Ill CFM I2xbxl SECOND IOXIOX6 I BEDROOM KITCHEN 1L" 3 TON I MICROWAVE I 20X20 SEE MANUAL I NON -VENT "J" and Energy 38" CLEAR T) rfr'/*A I Calculation L - - - O - OPENING i= It) i for Unit info i I r- 12xl2x8 W.H. 114" 4 C 4" (0 Steel Ballard I THIRD See detail on this sheet I W BEDROOM _ __ 22" x 54" i a / 1 100 CFM Attic lightAccess I I = I I lox6xg - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. lugs. NTS manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively 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 by others. 23. All raceways 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 GARAGE I I / II I I 11 r----------------- 1 I I I I I I I I I I I I I I I i I I I 1 I i I I 150 Amp Panel GOLF CART GARAGE I I I I I I I I c IF Vent thru riflll Soffit Install oulet under disc. not shown for clarity WP GFCI N O U Q AiC Wire For , Front Post Light i r 1 / WP GFCI I I I M O I I MASTER BEDROOM I I �-- I I / GREATI ROOM EA LOSET I \ I \ \ g \ WASHER DRYER I \ I \ LAUNDRY DINING I \&= \I ROOM I , I � GF CAB \ - - - - - - S I cl° 4GI:C1 1 I ITCIHE� _ 53 ,FCI VENT ®MICROJI �4 iNON-VENT O 38' CLEAR L M_ OPENIN \ - \ I GFCI GFCI - 4- - W.H. GFc \ 4" (0 Steel Ballard / - �See detail on this sheet _ ifF r 22" x Attic Access.. - r'.2 2 1 L _With)Iglif - I m -0- _ OPTIONAL PANEL / LOCATION GARAGE /� \\ - / GFCI 1 R \ \ / tight\ 1 GFCI / to caner\ ,1 / t`lJT{r r----- ---r= -------1 \ Garage \ I Door I I Opener I \ I I \ I I 1 I I I I I I I to garage (lights I I ff--I--�- MEC�/4NIC/4L L/4YOUT i O= THERMOSTAT LOCATION SCALE: 1/4" = 1'- O " / Post Light with Photo cell Center Post Light between driveways 11\ SECOND I `1�EDROOM 1 1 THIRD ---BEDROOM \ WP GFCI GFCQ r 150 Amp C GFCI Panel C r T--_ =Jt2--------1 Garage Door Opener GOLF CART GARAGE I GFCI GFCI I I I I ELECTRICAL FL;4N SCALE: 1/4" = 1'-0" Attic Ventina Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit *=LIFE SAFETY WARNING Thi$',symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE Al L TF'USSES ARE TO BE SET Al 2'-0: ON CENTER XCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE STENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A I r/DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. �nnici u T mr(ZI ' Span,or less ® 30' to 60' Span I degree:- �f�o'� Sprea er Bar \�c or less TT, g �_Appro. 2/3 tom 4— 1/2 1 /2 ___� I Tag j.. •. i- OpprOX. tine 1/2 of Span REFER TO BCSI IO SCSI rev user I! creme used. Truss must be set this way if crane used. Ior- ay. This is on example, truss may not match. I Insist crane operator sets truss this way. �s st r ..3 All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL I HAIV F::DpILF=F= IVCsiI= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss _ - Connections see hanger/connector Nails mur t be as shown. Guide tabs o Schedule in engineering Domeanijisnails. package. Carried Truss EAT PLATES BY CHAMBERS h+,7777.poru•ai. t'/1 I: I C RNER DETAIL -ivc RIUWOSNOTSn. NFORGL RITY 12 4.00 F.. 12 2.00 M upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULC) BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH %� A I 1 A Do not Stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L 1 I 79 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'1 ABOVE FINISHED FLOOR PORCH RIGHT T5•_s- I 1 I imimiminimimimim I\\\\\I`\\\`I\\\\i\\\\\I`\\\`I\\\\`I\`\i \\\, ®I� V INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEI LOAD W/ (2) 4� IsI I' imimimimimlm �1 GRA .-..lI - -- -- -- he Architect's or Architoct's repre shop drawing approval is No 7"double check" of the control 'a contractor shall remain reap for checking field measurement other construction criteria. Arch aPproval covers general roof rovlew of truss stra sh structure fro pPrng' and lost m gravity and uplift I., their rasp/e/�/�iv�e locations. Approved Rv. / �� . / _.. ,. oranen A.I.A. p,q- ____ . . FABRiCAT10N AGREEMENT TIaJe8FACANNOTeESTARMUMTtt"TrodAeRl&3nWtSalOMara U Tliskpeldasalhtlondfisp�op.,gtwnell.n»ww.wlte.nwr.al� Th. rTh in" Wd and SPas� whidrb 0is sole a roads M wlae aocadence with fils atw pplatrrelS 2A1 d4nanekn. h100 br* w, "M',a' bee, vied ' .A lkYeis wrNen rh000s la prMided by �aanad and b r;7haebat, Ttws days wdiMlah aotoe delivery Is liu W P"d'P°°' tut mo E.cktlh.g,s wa bee a wssd�'r'6h tlr to bells tepsbs req A64 orb a Othe[puanes. eY Cthvhhbas)opl6n- days In 4 The vdebn �hSd adugrledtes teeelpt d"Boo 140' air a lrysMet t' TP13 W O"I lob sI a Is fie ft"e#'rwppyl, b mate Oe lei aft al" delivery. 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PaYoasnt far hrr/OW be roads by 10. In eMhet refeevedrred ed all R,, eoaebm4q fife apsanNhl, me uma Ankhed hate. bbee 8a1it L0ap'� , P41 .Pas oat am apla w.aw bx any wdh Scum 11. D"bn easpahsmmas are per-NanorW StandardAnd Wdma handed CWdaih" f . Mr4 r 200 ucft Uaile Melsd Plsp Ceraharled Wood Tnhlh"s ti DATED^•+ XONED FOR Multiple ply trusses must be fastened togetlher per enghwerliq before they are set; failure to do so can re'suitin roof conapsfe, Temporary and Psrmas wnt bracing are required and can save ff and property and Is the rr sponsilbigtyy or the truss erector. 'Study the contents of the information packet included on defter before setting tnus8s . 7itmees mustbesetand braeod perdeslgn b parent il�tayL danslpe, Trusses must be a=t plumb and square Do notUd bunks or stack of plywood, roofing material or any _ofhei whit errbraisd loads on trusses, fhb can cause cofap" DO-NOTSET TRUSSES USING THIS LAYOUT uSE LAYOUT DELIVERED YYITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plerde; Floitda 3OR4423 800-551.5932 Fort Puna rr"1136"2012 Fax 7714668711 Vero Beach ' M-66g"2012 Stuart - 77Y 2S6,i302 92.0/93.2 MITEK 4.2 DESIGN CRITERIA — County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resistir ,. Roofing Material Shingle or Shake 0 Loading in PSF Roof R.D.L. A , r a Top Chord Live 20 °j w Top Chord Dead 7 4.2 j Bottom Chord Live 10 Non -Concurrent c c Bottom Chord Dead 10 3 TOTAL Load 37 7.2 m c I Duration Factor 1.25 2 Wind Speed 165mph Top Chord C.B. Sheeting by builder. t m Bottom Chord C.B. Sheeting by builder. ci Highest Mean Height 15"1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L. Restrains Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. , Design Criteria is the responsibility of the Buildin Desi ner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: Ml1392 Scale: 1 /4 =1' W 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:-�%O> 1SI W Date:10/07/15 Revised:10/15/15 I I 1 1 �^ FOR 61 1 14'�' vJ WYNNE BUILDING CORP. i' CLOUZSED AREAS ARE 0F v �� DESCRIPTION: / SPECIAL C AFFU & MUST BE f PORCH LEFT 71 CARLTON 3BED REAR PORC r CHECKED CAFFULLY & MAY � t 2 INDICATE DEVOTION FROM PAGE 1of1CUSTOMER INnWSEACH PAGE — 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7y1 PLANS.,. i��_�--