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HomeMy WebLinkAboutBUILDING SITE PLANPILE COPY 5/8" t Ick x 8' ll flnlshe stucco 5/8" thick cut coral - finished stucco bands LEFT ELEVATION RIGHT ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood dtrck 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 L" end labs fastened with corrosion resiatant tin cabs and with 1.25" rina shank nails SCALE:: 1/4" = I' -Ow Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ge. 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 Ib felt underlayment installed with min_ 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring.shank nails stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit IN Opening Schedule Swing Doors, Overhead Doors. Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Glass Attachment method oration Da Is Design Pressure of Approved Tests 1,2r3 t4 FL# 11499.2 Single Hung Series 185 MnWindows and doors c qiw inn. p0n at Me rom eeccor er and L o.c. t trleeftar through T uck into eol2 filled GM well maintaining min 2 a "go distance m atnct adherence to the product a royal. ± LO psf A I6- OB30.02 Overhead Garage Door Model 824/811 9'-4" max. %Idtl e lL -0 max elg t DAB �: it"vnt na 3ie' . � "Hr"i Nuc 8m1... engho. h slow new n s`t nh ,.errl"rvTr f nth 4 .sae dren in ln.tea wko to keoek' Ong fll 6 9 tali the lea eer.w in .nth brxk.t nentemna rat d ,is ramp - Ga to Y ua edh.w to predet epprwel 10-9-21 + 50.0/-LO.O of p E3 FL# I4614.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Side 1/4" dia. tapcon with min 1.25' embedment at 3' max from corners and 1.5" c.c. max thereafter in head and jambs. + 50.0 PSF _ C FLU 15332.2 Sliding Glass g Door Series 420 Mi Windows and doors ry sae corner en a e a I Ili. ens et-hr max. T"Buck into solid I'lled�G U warmainteninp5min a2t5' edge Ounce in strict adherence to the product approval, + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TT E girallon �et Design Pressure of Approved Tests Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors for CMU use (2) 1/4' x 2 3/4' tapeons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.26° self tapping screws per clip as shown m product approval. + II8.9 PSF _ Roof FLU II4I51.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2L ge. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max sgacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 ode laps and 0 and laps fastened with corrosion resistant tin caps and with 1.25" ring shank meld spaced L" c.c. at all laps and two staggered rows 12' c.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 Kaycan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x 3 wood screws at each truss. Install sorrit to battens using din. x 1.5" long ring shank nails with 3/8' din. hero. +55.0/-35.0 PSF Hurricane Panels Flu 15016.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set load anchors with 1/4" dia.-20 x 1.5" long 55 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 ) 2" x 4" top plate () ' 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at 14" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non-Bearina Partition Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 287-8258 Fax (712) 287-8283 E-mail: bradenaias'comcast.net Stuart_ FL S4994 #AAC000032 2" H. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 21 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 L" end laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE` LOME �. 5/8" thick light textured 5/8" thick x 8%1 cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 4 1 SLOPE COVERED PORCH SCALE: 1/4" se 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 26 ga. 5v criml 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 lip Felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 S Wgnne Building Corp. THE MAJESTIC Spanish Lakes St. Lucie County Florida ST. LUCIE COUNTY BUILD I G DIVISI REVIEWED FOR COMPLIAN E REVIEWED BY c DATE ti PLANS AND PERMIT IA US E KEPT ON JOB SITE OR NO INSPECTION( WILL BE MADE ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGO WCOMPLIANCE ITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED M THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTI01 REQUIRED BY FIELD INSPECTORS 1 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CO CONCEALED FASTENERS OR ATTAR ARE THE RESPONSIBILITY OF 1 CONTRACTOR OF RECORD. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 Ib Felt using 8d nails. Substrate to be 19/32" COX Plggwood nailed at L" o.c. in field and edges with l0d ring shank galvanized nails into truss webbing. 1111111immi kola 70=071 FRONT ELEVATION SCALE: 1/4" = F-O" S6 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 Categorg: II Wind Velocity: I0 mph ultimate Mean Roof Height: l]_ Roof Pitch: 4:12 Internal Pressure Coefficient- ±O.IB Subjectabihtg to damage from: Weathering: Negligible Termites: Veru Hal Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 195304Pitia Adjustment factor for Exposure Height. 1.21 x 0.6 = 0.126 ASO desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L pat SCANNED Roof Zone: 2. +20.6/-51.0 pet BY Roof Zone: 3. +20.6/-84.0 pet St. Lucie Count Components t Cladding Wall End Zone Width. 3'-4" Components i Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pet = Roof Zone I Wall Zone: 5. +35.8/-41.8 pal Wells Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pef Shear Walls Considered for Structure? yes Continuous Load Path Provided? ® Roof Zone 2 s Walls Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X By Test: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT CsLA88: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 psf AlunDo 91on1 -1 FLOOR LIVE LOAD: -A5- 10 sf FLOOR DEAD LOAD: at 48 JOB ADDRESS: \\\\A-�3 -SL�\ci Model: REAR PORCH LEFT Date Drawn 5-9-I1 Drawn by: C.C.U. Checked bg: D.R.B. Revisions Sheet I Comm 4 3 /QI� �D179 1. I�-203 OF 5 .;rl 01, TYPICAL NOTES: SCALE I/4" = I'-O" CRASH POST DETAILN.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter proceeding With k. steel crash post_ Floor p 9 work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 kai steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 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 y3/a" �° ; L. Drywall at ceilings shall be leveled and attached to bottom chord k4" # of trusses with screws per FBC R102.3.5. �`✓✓ 1. ALL wood in contact with concrete shall be pressure treated. ° °_ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. 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. G(sum board material Shall conform to ASTM C36, C19, C415, C514, C630, C931 C40, C1002, C104rt,C1117, C1178, C12-18, C1395, or C139L and shall be installed according to the following: (FBC R�02.3.5) Masonry Beam Dr wall Location Orientation Member Framing Max. spacing I x 6" P.T. Buck nailed to block with case hardened nails prior to door attachmen( / y Thickness of fasteners Nail sizing options For drywall Spacing maximum installation of Into wood framingmembers woodScrews 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" Iong /2 annular -ringed or Sd cooler nail OR 0.080" dia. xx 1 5/8" long with Walla Either 14" 8" IL" Direction IS/L4" head OR Ggpsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" llong with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail OR Walls Either 16" g" 16" 0.092" dia. xx 1 l/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" die. x 1 1/8" with 19/64" head. 19. ALL ceramic the surfaces installed shall conform to ASTM AIO8.l thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance With ASTM C1288, C1325, OR C11-18 and installed i.A.W. manufacturers recommendations shall be used as backer for the Wall the in tub areas and wall panels in shower areas. 21. insulation Including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyIngS mo E 84 developed index not to exceed 450 when tested in accordance withh AA Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 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 Simpson BETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) suppporting Mar - III upldt Aluminum Drip - Edge t Fascia 2" x 6" Kaycan full o vent vmgl sort, using 1/8" dia shank x 1.6' lop rooring nails with 3/8" dia. fir product approval - act chart 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap -- at each filled cell Grade RI 12 4 F-- Wood PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg 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 �yrecast 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 ii-foll 'Insulation on typical 8" Block walla 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 R601.1 and Mortar Jonts shall comp iy with FBC R607.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell 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 ribermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Bottom SlIdina Door At Masonry Wall Recase top plate Ow x 3/8"d for steel support angle See detail on Yhn sheet � Steel countertop support angle Install 6" from each and and one In center of canter. see angle detail 1/2' drywall Counter top - verify type with contractor Base cabinet 2" x e" wood studs at 16' o.c. x 8" PT wood plate N KITCHEN ISLAND FRAMING; DETAIL O Attach buck to block wall with 1/4' dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior race 2" x V PT Buck of wall ones a8 Wood screws thru jamb into buck at each hinge and 15' o.c. max and Detail at Door prior to door attachment NTS 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 .Iambs and 20" o.c. max. Exterior face at head and sill per product approval Of wall / \ Buck to be I" x 4" PT M Ia I"x4" P.T. Buck nailed to lock with case hardened nails n Detail at � i n d OW S prior to window attachment t" Install SGD thru buck into block with 3/14" tap -con with 11/2" penetration at 6" 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 approval Head fixed door sliding door Sill Detail NTS IN& I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall O O r ypical Flooring _ Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval lamp Window Schedule Mark Size Rou h O en. Window Descrilption PRESSURE ZONE I. 4'-5Ys"x 4'-6 %s" 54Ya"x 54%" Single Hung ZONE 4 2. 6'-2Ye"x V-3 %" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2!/2" 21!""x 385/s" Single Hung ZONE 4 1. 3'-I" x 5'-3%" 38" x 63 %4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint rid mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered Al rough opening dimensions to be verified by contractor wi h manufacturer s specs prior to construction Door Schedule M4rkl Size Rough Opening Door Description PRESSURE ZONE 91-0" x 11_0" 108" x 84" Overhead Garage Door ZONE 4 3'-O" X V-8" 41"%;' x 83%" Fiberglass Panel - Inswing ZONE 4 6'-O" X L'-8" �4' x 81 %," ;� w'°" Sliding Glass Door ZONE 4 2'-0" X V-8" Solid Core - Wood - L-Panel -Br-Fold Finiahed 24" x 81 %" 2'-V X V-8" Solid Core - Wood - L-Panel 5'-O" X 6'-8" Solid Core - Wood - L-Panel - Brfold Co 2'-8" x V-8" x 1 N" Solid Core Wood. Steel, or Masonite Door 11 2'-8" X II Solid Core - Wood - L-Panel X-C X C-e" Solid Core - Wood - L-Panel - Bi-Fold ALL b GARAGE WITHSTAND All wi Exterior doors to withstand pressures stated in permit info x on sheet 41 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 manufacturers specs prior to construction 3" Verifg attachment hole location with GC prior to fabrication 3/8° steel 12" O O 6" COUNTER TOP BRACKET DETAIL H.B. Total Cubic Ft = 12,864 Square Footage Breakdown Total A/C Space = 1,408 sq. ft. Covered Porch Total = 264 sq. ft. Garage = 518 sq, ft. Under Roof Total = 2,324 sq. ft. TYFIC/AL SECTION 14" x 14" Concrete footing with (2) 95 bars Cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,900 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSi OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11 ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL, WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12• BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL 15 BROUGHT iN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRiOR TO FORMING SLAB. 14• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8• I6• ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUNDATION F L A PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verlfg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 2�4" 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 copy of soil test to architect for review prior to construction S. ALL Reinforcing Steel Shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ SEE TYPICAL 30" overlap ECTIONS at each filled cell 4" concrete slab with fibermash OR Vx6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated Fill Grade — aDg_ I— I=III = I 1114 w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan R... 10 (2) #5 bars cant. bottom steel 12" TAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 16" below finished floor Verify house slab height in field 30" COLUMN FOOTING DETAIL = 1'—O" Thicken edge to 8"x8" with concrete and one #5 bar continuous SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Deacrl tion 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 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0" 4" concrete slab with fibermesh OR Vx6" #10/10 WWM on Io mil Visqueen over Fill E DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb he[ fit based on gar. floor 4" concrete slab with fibermesh OR slope. VxV #10/10 WWM on IO mil Visquean over #5 bar in curb clean compacted termite treated Fill O'-O" a F.F. / Grade `r m E —I III 14"w x 14"d concrete monolithic footing with (2) U5 bars Cont. 14" 5 SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garaqe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NITS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 b6 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location :t•r ':i s •yyn / Single Filled Cell Column NTS Filled Cell Masonry Column with One 95 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 35'-O" 2" 12" "2)8'-10 12" x 12" concrete column block filled with conc ete and (2) #1 bars vert. tied Into lintels above ❑° Op 1, 1 J�7�L--J p r -- — —— FI -- T _-� '�3 Filled cell under p I girder above I FI W W I O p Rear Porch Slab to FI I - be poured separately} I I from House Slab. L 1 I I I Thicken footing to I r 24"w x 14"d x 24"L H.B. a (] under filled cell E— p p p V­Jlunderer bearing. I r I I FI Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" I 'I ' I I I I I I I FI I I I I II o I I I I I I " ( 4" concrete slab with fiber 6"x6" 1:10/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I �I I o II I WASHER DRYER FI I I I I I I i l i I I i l I I I I " I I IFI I FI i I I I I I OW I " I• I I 4" concrete slab with fibermesh OR I VxV 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill MICROWAVE NON -VENT REF. O O W.H.--------� I r— ----- —� 4`0 Steel Ballard I I I I I I r Lu �I I io/i p l I I Q I I w I iL I vrn uUUP I I I I I I N 0 0 D 00 I I I II 5 pI II -i p I 0 o I I 64 I O O OL—— — — — — — — — — u LE — — — —— " " p Recess for p 00 Garage Door 2'-8" T-O" 2,-8., 6,_4,: 2,_e„ 9'-O„ ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw 51ze = US x 2" 3. Minimum Sheathing Thickness 19/32" COX PI;jwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kell Area Edge Field Fastener Pressure 89 Zone 1 4" 4" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 V 4" 8d ring shank 84 psf ** Zone 3a 6" 4" 48 wood screw 112.5 psf ** Use nails or screws based on pressure for rggof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan V 1 Rebar to Lintel 48 Bar Dia. ` im Overlap Provide #5 bare with min. 48 bar Provide #5 bar set In pra-cast ROOF f= L A N Scale : 1/2" = 1'-0" diameters overlap into beam. Tie lintel into beam where length of filled call steel into continuous the opening calla for It. n boom block steel. - Overhangs at I -O unless otherwise noted on this sheet - Roof pitch at 4:12 unless otherwise noted on this sheet Provide Coat -Crete -?-:::.'; ,;,", :,..;�-�:.;L` ,- - Truss shop drawings to be provided by manufacturer aU8-OB/OT precast _ _ _ .- hotel set in mortar lint 8" Bearing - '= - '= Any changes to this plan shall be submitted to the Min.architect for approval In writing prior to starting construction. ' J- ALL TRUSS TO TRUSS CONNECTIONS BY o TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior H ' Provide PT Buck to construction for layout and uplift verification w attached per jamb f^r' '.I Poured Filled Call etails into filled cal — Contractor to provide for Form Board Survey and to provide i. ;I cast +: ? Form Board Survey to Truss Company prior to truss construction 4' Fir, }., Sill 12"x 12" ilumn Block Rebar Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and I #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 90e bend bar with a 10" min. lap at top bar. NTS Provide #5 bars with min. 48 bar diametere overlap in filled call. Tie filled cell steel into continuous tooter steel. :.L�; ".i.: Concrete Footing (age footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'—o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vart. leg of truss with IOd x 1.6 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 truss Pourad Car concrete b Poured ConcreG concrete block u Concrete / Manufacture TRUSS BLOC<ING DETAIL Flush Mounted Shutter Detail AT GIRDER STRAPPiNG AT CENTER BEA�POINT 7/8" thick light textured stucco installed per A57M C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 6 o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 underl%ment installed with min. 4 side tape 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 LINTEL SCHEEDULE Mark Window or 0co Unit WidthSize Lintel Cast -Crete Specification Romis of 'H' Block AbOV� Bottom steel Stu Top Steel S1Z's Malt Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" V-L" BPS-OBAT I #5 3049 11 1024 L31 2'-�V� 3'-1"• 4'-O' 8F8-OBAT 1 85 211 1343 10 L45 4'-5" 5'-10" 8F8-OBAT 1 #5 1105 909 339 L50 5'-O' 4'-L" 8F8-OBAT 1 85 1238 835 121 LLO V-8' T-0 8108-OBAT I #5 1011 121 534 L80 8'-O" T-4" BPS-IB/2T 1 #5 2 #5 152 691 512 L90 T-0" 10'-4" 8108-18/2T 1 #5 2 a5 L43 630 401 L905 T-0" 10'-6" 8111I6-I3/2T ONE I #5 2 #6 1533 1183 401 LI00 10'-O' ll'-4' 8F8-I13/2T 1 #6 1 2 1 #5 582 1 494 452 LI00B 10'-0" II'-4' eF1b-18/2T ONE 1 #5 2 #5 1366 1026 462 L120 12'-0' 13'-4" 8F8-11I 1 #5 2 #5 411 426 324 1_1208 12'-O' 13'-4" 8FI6-I15/2T ONE 1 #5 2 #5 1015 110 324 LI40 N'-O' I6'-4' 81146-I5/2T ONE 1 #5 2 #5 1250 609 259 L140 I IL'-O' 1 IT-4' BPS-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O' rr-4' aF(L-iB/2T ONE 1 #5 2 #5 also 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 INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal with (10) 10d x 1 1/2" each ( 24" o.c.) supporting Max. Ielolbs. uplift Aluminum Drip — Edge t Fascia 2" x C Sub -Fascia Kaycan full o vent vingl soffit inatallec using 1/8" din shank x 15" long gals. roofing nails with 3/8' dia. head per product approval - see chart sheet 91 One row of beam block filled with concrete and (U #5 bar cont. over 8" precast lintel — filled with concrete and (U #5 bar cost. 12" Aluminum Drip Edge it Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd nails at each web 12 4� � 9'-4" 1/2' thick stucco on 3/8" hi -rib lath / attached to horizontal and vertical wood framing with nails or staples to provide no tau than 1-3/4' penetration into horizontal wood framing and 3/4" penetr into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to . be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan mr luminum Panel sea par manufacturer See Typical Stud Detail 1/0" x 3/32" Wing Nut e/ appropriate washer and spacing per manufacturer's Details t 0: Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut nts Brace Gable and with 2" x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each trues O h-- w PRE-ENGINEEIa�D WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer) Q w R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete end (U #5 bar cont. in each row. Substitute precast [into] filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips a 16" o.c. with R4.1 ff-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Bu Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (tupicab. Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR "x6" #10/10 WWM on 4 and Visqueen over clean compacted termite treated fill — / ::'=IIIIIIIIIIIIIIIIIIIIIIIII Provide downspout —Iu—IIII=IIII= II....IIII,,, IIII IIII- \ FI 14' Tgplcal Section at Front Forch Scale : 1/2" = 1'-0" Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedme hurricane anchor at each truss into beam either wet set or in epoxy with �� 2iQ 4" o.c.) SUp Ortln MaX. (22) IOd nails into truss. Add blocking to —A ?!�'� truss ieg per aetau on tnis sneet u" •+ IWQ. wily,.. L40B LI OIS BI 60 BI M I :L9OB f{ O N w 2" H. I Ito LOPE I BI 19, I - ua BI W BI L22 <: N va F- VAULT A A Q to Q O i�0 �> —I w ec �u E N W 12 — SLOPE 14 Bi N W I BI L31 w Q� 1117-1 I O H I C4 N BI > I Attic Access �Lh a \ i i I light I I / C— I I ul s i 12 /� N i\� o 4 SLOPE i / i `n BI 00 46" I 8>0" MAX I BI I I I ODp SPACE L22 BI BI BI L22 I B1 B1 BI o r BI BI BI L90 LLO L90B iv HETA 20 D <_H 200] Provide for gutter Simpson HETA 20 p Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. Uplift L PANEL "Ai, Poles BR Load Wire Description circ# circ# Description Wire Load SR Pales 2 40 1.0 kw #s 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 6 Range a6 12.0 kw So 2 l g 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw 012 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is I6 Refrigerator #12 1.2 kw 20 1 1 20 1.6 kw U12 Kitchen S.A.C. Il is Recepta #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1 1.2 kw $12 Clothes Washer 21 22 Recepts #12 20 1- 1 20 0.81 kw U12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 1 26 1 Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepta 912 20 1 1 15 #14 General Lighting 29 30 Racapts 912 20 1 1 15 #14 General Lighting 31 32 Recepts 012 - 20 1 - 1 16 #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 - 1 15 #14 General Lighting 35 36 Bathroom GPI #12 20 1 - 1 20 #12 smoke Detectors 31 38 General Lighting #14 15 I 1 20 #12 Bathroom GPI 39 40 General Lighting #14 15 I - s are 1 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting _l3 watts sq. ft.) smell, A,ppllance. Circuit(s),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Range . Refrigerator Microwave Dish.. Washer ....... .. ................ ..................... Clothes Washer ................................................................. Clothes..Dryer................................................ Water Heater W,ater..Pump.................................................. ............I ........................... Garage, Door. Opener ........................................ 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 1200 I 1500 1500 1 1,200 1,200 I 1,200 1,200 I 5,000 5.000 I 4,500 4,500 1 1,800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 2-1,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed Pa Push Button Switch 'Exhaust Fan mme Duplex Outlet ¢ Ceding Mounted Light -40 Special Receptacle O- Wall Mounted Light Waterproof, ground fault interrupts PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter © Smoke Detector Ceiling fan © Television Jack Telephone Jack A DSc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ❑I Intercom = JUNCTION BOX TO SUPPORT A PAN Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire ail 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. 4. ALL exterior outlets to be WP/GPI 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 Refri erant lines that are run thru slabs must be sleeved in AVC 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 fu114 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. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year 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 necessarg 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 and telephone company. disc. 150 #2/0 Aluminum feed AMP 1 1/2, Conduit +..Pt1ANEL 2" PVC ( 2" rigid service FPL I to #5�eorit abarin slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19, The electrical system shall be completely and effective) grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest condurt or pipe from any other service. 24. All exposed wire below 9'-I" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 I'EC�ANICA_ L;4 GUT O- THERMOSTAT LOCATION SCALE: 1 / 4 i' = I' - O " SEE MANUAL "J" and Energy Calculation for Unit info . 14 Wire For Front Post Light WP GFCI Filled-e� under p ' P O R C H girder aove P€ I / I / _ 1 / V I I I I I I I I I GREATI ROOM I I 1 \ I \ I \\ I \ DINING \\� E)= ROOM I ( SI; / I H I II \ I 1 �,co r ml 22" ,tic to .- T .rJ Attic Access IL /eith light - J / / GFCI / GP -CI 'le r--------=-------1 Garage Door Opener I I I I I I I i I I I I I I I I Post rm� \ to deMmei\ \I Y \ \ to garage lights with cell Center Post Light on This wall segment MASTER BEDROOM I / I LOSET 11 =11LVA ._ . (� -3LIP Elm i� 'vJdb ' SECOND \\BEDROOM 1 \ 1 \ OPTIONAL PANEL _ _ \ . LOCATION I 0 150 Amp \ Panel =9 \\\GARAGE GFC1 GFc1 \ GFCI r------=®--------1 Garage Door i Opener i I I I I I I I I I I I 1 I I ELECTRICAL 2M Install owlet N under disc. Q not shown for claritg 0 Q FLAN SCALE: 1/4" = I'-01' Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 14.58 sq. ft, required Provide A Continuous Vented Soffit A=LIFE This symbol ider given special att, SPAGIN ALL TRUSSES AT 2'-0: EXCEPT IIFETY WARNING Life Safety Warnings that should be read by all persons installing trusses. TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANC MORE TRUSSES ARE BUBLT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers41 I --7*- 15'-3" 19'-9' 19'-9" y 15'-3" E 8E SET DON'T LIFTTRUSSES RUSSES ENTER 11 WITH SPANS LONGER THAN OTED 30' BY THE PEAK. 'ASTENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO ENGINEERIING DRAWING TO DETERMINE A IF MULTIPLE PLY. A 30' Span or less A 30' to 60' Span A 0 degrees Sprea er Bar or less S .4 112 ITa9 f—Approx 2/3 to _I- fag Line span approx. Line 1/2 of Span REFER TO CSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way If crane used. Truss is on example. your tr"ss ay not match. This is an example, truss may not match. ,sist crone ooerator sets tru s this way. Insist crane operator sets truss this way. All load bearing walls, headers, beam & lintels must be in place at indi ated height before trusses A I are installed. A UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER aC REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering DRE I ON uyouT V/.I I.cKe AREN oT eEVErEn u� SEE6TM'OMO WA d } ENOIXEEP p SUE - THR 1 aV CORNER JACKS pq1• 016T CORNER DETAIL OVERHANGS NOT SHOWN rOR CLARITY SEAT 71, M Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR ES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 8- 12 2.00 upset 11 4" heel=316/16" PLUMCUTCUT END 2 x 4 7op Chord WALLIHEIGHT 8' END gETAIL : TYPICAL VAULT PORCH RIGHT 14'-4" I 6'-4" 14'-4" I i� SPLOU ECIAL AREAS ARE OF `% PORCH LEFT / SPECIALL CONCERN &MUST BE I CHECKED CAREFULLY & MAY I INDICATE DEVIATION FROM FABRICATION AGREEMENT iaimi<m CANNOT ee srAaT®utrm. Two Aoae'Alptr Is apa�n s R�uarl� Tta N� de>r ems Proptk[jrwMra ate bones vAI bs 6telated Is: - The uWaslorw adatawkd,n t:.Tntaase w® Ds made ti obit .ccadatce wnh rda true pleaehnat ravpam layWt whfdtbthe�oleaurlodlymrdeternttYtp.etloceedtdtaWlwhonoflteDisese. . 2AA tI11al1tlar1l h ibis hyatt have been tlmined by rN tatdarlad. .S. lMW's wrpfat rake Is provldW by oanalbd mar b Chrnbaa Tmm W1 tan (10) days' of dell tM urldmel0ned eoraee tlhet rbl badcclterpso we be erowed..m eta avert dear wdten m N funbhsd Clwnbas Tngs and Rare 0aae (� bases days In which to be* rapers h.ardrer. ohm erlbab¢e oaresutlnes, at Cwro.a o�d'n.' 4. The urdere(aned adotawladpas rsalpt M'SCS11-09" ourtenahy Wool by TPI 8 WMk a Darvery Ie b Job site. R M tM buyers'rsq,orwuly to make ate Job are ftob a for ' denllmy. CMmbers Ttrale Iln ate sob suatdnybl dstarmbts ar. suer ortlnJob else oY a T1r "btyQfar h rseponelble eddltlonel -am deOwrvTtwa wlr be rseppglble for dump deBvary qdy. beaus job ens to dot prepared a dertterr or bi t prior taw to starter ¢tym Ii eaporumis ro Cwnlben Trues far towmp aoea due to ens oadklorts.' °f trwseo. & r+rks p ottovm MI parspreptt 7 below k shlbisd to claygo r ary dwpss ere.made kl 11h1t. Vyduf. A S60 Per bite lee Wf revlebns may be duryed by Cthvrtters Tnat. . 7: This a a PURCHASE ORDER to Cherribon,Tnna of an sun agreed to, or r •. ipresmat a nupormNe Prke. bwWce ws be nude on denwry end pakl wladn temp of 6n de. , Imdce may. bs made at adreduled deta'bf Aelvery If buyer rm not fetvery of fabricated Mom The uManigned egril m pay Cumben.Truml eoetMeYb arometM1 fie for ewredkm In evert of payment riot dmeh made. 1-112 %per month selvfce . duipe wa W added ford sane not paldwlatn lams. . . & Slpuaaa a btleh anrwhem onthb ehe.t cornandes agmemaMto all tenor herein. • &�m axnworetwo of Chmnbets Tens eldahtiq aso far nt. material the radaalaned mtoatlntlorWy puerarehes payanIt when due of arty end d ktdsbtedntne owed [o Chambers Tnns by.ary ortq' rain ft materim end the urKWrdW ed mess to pry" such mdaltedruu atdudIm 4 rreye ices, r default In payment for mstodal be made by the fecip" '10. In the WoM of arty rnpstpht cortcerNrg 1Ne aproannr1% dta kbmo furddwd hmsunder or prym"" nfened to harem, the paaas 812o ant the ogle venue br any such edlon wa be sett Lt Cotahly, FbrWa. 11. Deslph naporlsahlpla aro w-Nadonel Shi lard And Farbinmrwded Guildeans On Reipond>pftlet Fa Cor46rtctlorh Usury Metal Plats Con MW Wood Throes ANSI/rPUVrrCA4-2na2" DATm ..Aspnmder bwnaybo re" per-8m i-wi0 ptalarltkJllsy3dkatage Multiple ply tr uMM must be fastened together per engineering before they are set; failure to do so can rssun•in roof collapse. Temporary and permanent bracing are required and can am We and property and Is the responsibility of the thus erector. Study the contents of the Infomwtion packet Included on dellvery before saUing trusalltss. Tgun amudbesetadbracedp!�dlsWbpiwatkWadnage. Trusses must be ad plumb and square Do not. , bunks or stack of piyw ood, roofing material or any .. other cdtrtorllratsd loads on Muses, this can cause collapse. DO•NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERm YVITH 11'01 100E0 TO SET TRUSSES CHAMBERS TRUSS INC _ o4w AZ 3105 Oleander Avenue Fort Plerde; Florida S49a24423 800-551 t"5932 Fort Pierce 772.166-2012 Fax 772-485-8T71 Vero Beach 772-569.2012 Stuart 772-2 e-=2 u._� aela... ruaueeeeel�llfi4r",AY ' + . . obit dr, in Thee nble sheekr 41004r, /p °val s N07. esentative. o PRrov nr. etr fio �ame,$uiernespooslble s structw of frt s,'t 9ener t , ch t and 4th Iron SravltpRfng a aid ff Shape t s ofr r p Clive and uplift to drn9 on DESIGN CRITERIA ��8 J�aafia s adSand / 1q Sra .'ey_�r� County SAINT LOCI 'e .LA: p+A Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 col .. Top Chord Dead 7 4,2 m Bottom Chord Live 10 Non -Concurrent R — — Bottom Chord Dead 10 3 TOTAL Load 37 7.2 w Duration Factor 1,25 — m Wind Speed 16:5mph t* I c� Top Chord C.B. Sheeting by builder. to Bottom Chord C.B. Sheeting by builder. _tv Highest Mean Height 15'-0e rn Building Type ENCLOSED 20 cos Building Category II:Non Restrictive v Exposure Category C Barrier Island No Conforms to FBC 2017 W F- Q LANs.,, 19 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11364 Scale: 1 /4 = 1' 80 total trusses, 19 different trusses. MI 4: RLC ACAD: RLC Reviewed By Date:07/29/14 Revised:03/27/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' ROYAL W/2 CAR GARAGE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11364 757 /S' i /yy�_3 Js/a r/or-eS