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Home My WebLink AboutBUILDING SITE PLANS12 4 SLOPE 8'-1" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over A5TM D (tgpe 2) 30 lb felt undarlagment 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 c thick light textured stucco on typical concrete block construction O'-O" = Finished Floor\ 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION li 5/8" thick x 8"w cut oral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 1 V IlL lj'�+w ST. LUCIE COUNTY BUILD' NG DIVIS101 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1165N1.12 REVIEWED FOR COMPLI E' 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" REVIEWED BY LY wood screws with self sealing washer at 12" o.c. max spacing over ASTM D DATE (type 2) 30 lb Felt underlagment installed with min. 4' side laps and 6" end PLANS AND PERMIT MUST lI KEPT ON )GB laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails SITE OR NO INSPECTION spaced L' o.c. at all laps and two staggered rows 12" o.c. in field. Attach (S) WILL BE MADE deck to trusses using attachment detail on this sheet THESE PLANS AND ALL PROPOSED WORK ALL MANUFACTURES LABLES SHOWING ARE SUBJECT TO ANY CORRECTIONS U FACTORS AND SHGC COMPLIANCE REQUIRED BY FIELD INSPECTORS THAT WITH FBC ENERGY CODE MUST MAY BE NECESSARY IN ORDER TO REMAIN ON ALL DOORS AND WINDOWS COMPLY WITH ALL APPLICABLE CODES, UNTIL INSPECTIONS ARE APPROVED 712 O P E 1,4 CONCEALED FASTE"RERS OR ATTACHMENTS ARE THE RESRONSIBILI 1Y GF THE CONTRACTOR OF RECORD. /---- 8'-1" T.O.B. 5/8" thick light textured / stucco on typical concrete block construction REAR ELEVATION SCALE: 1/4" - 1'-0" F__ I_ F__ �/ ,� I I O I X IX O T r_- s : — Overhangs at 1'-0" unless otherwise noted on Roof Flan — Roof pitch at -f:12 unless otherwise noted L Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 Any changes to this plan shall be submitted to the architect wood ga. re crimp metal roofing attached to plywood deck using over x 1.5° for approval In writing prior to starting construction. wood shrews with sell' Dealing washer at 12" o.c. max spacing over ASTM D Window I (type s.) ne lb felt rosin underlagment installed with min. 4' side laps and 6" end Return ALL Stucco Bands Into W 1 n d ow Or Door. laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails — %aced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ 12 SLOPE 4 LJ �5/8" thick x 8"w cut L_J corn finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 114" - 1'-0" �Finish Columns with 5/8" thick cut coral finished stucco bands SCALE. I/4" - 1'-0" Gulf Coast Suppig 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 L" 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 � e WiMmillm coral finished stucco bands 8= I I 11 = F-imishad Floor Finish Columns with �/ 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts Braden t Braden AIA, PA Wt4nne Building Corp. Architects - Planners 41-1 1B S.E. Coconut Avenue THE STERLING Tel : (112) 281-8258 Fax : (112) 281-8283 S anlsh P Lakes E—mail: bradenaia0comcast.net St. Lucie County Florida =1 aaaai xaerrnnnncL") I/8" Thick cut coral stucco over paper backed wire lath nailed to substrata through one layer of 15 lb felt using 8d nails_ Substrate to be 19/32" CDX PI wood nailed at 6" o.c, in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 SCALE: 1/4" = 1'-0" 2" thick X 8"w cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: I45 mph ultimate Mean Roof Height: 11'-O" Roof Pitch: 4:12 Internal Pressure oe icient. ± 0.18 Subjectabilitr to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL. O.LDL+O.LIDL Components t Cladding Wind Pressure (NET) Roof Zone: L +20.L/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: T-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Well Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided7yea Are Components an Cladding Datalilas Provided? Yes Minimum Sol Bearing Pressure:2.500 psi. Presumptive: X Bg Test: psi ROOF i-IVE LOAD: 3-1 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _A5_ oaf FLOOR DEAD LOAD: 10 Pat JOB ADDRESS: � N',�� Coe,-�� MODEL: REAR PORCH RIGHT Date Drawn 5-24-18 Drawn by: C.C.U. Checked by; D.R.B. Revisions ED = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Sheet I Comm # OF 5 FLOOR CLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksr steel plate) a minimum 1,400 P.S.I. fiber stress. me L" 4. No dissimilar metals to touch. 2�." 2r,° 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 03/8" 2%. L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2 ° O O 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 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 ` surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 1-4. Door between garage and residence shall be 1-3/4"t 20 min, rated door w•H• = Water Heater 15. Wall and Ceding shall have a flame -spread classification of not greater than 200 Der 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. Ail exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, Cif-f5, C514, C630, C931 C40, C1002, CIO-4-1,C11-17, C1118, C1278, C1395, or C1396 and shall be installed accordingto the following:(FBC R102.3.5) ":. Drywall Thickness Location Orientation Framing Member Max. spacing fast fasteners Nail sizinoptions for g Spacing of Installation of drywall Into Nails Screws Maximum wood framing members 2 x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64' head 0.098" diameter x 1 1/4" long /2„ annular -ringed or 5d cooler nail OR 0.080" di . xx 1 5/8" tong with Walls Either IL" g IL " Direction 15/64' head OR Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long „ annular -ringed or Ld cooler nail O 0.092" dia. x 1 -/8" long with Walls Either 14" 8" 16" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 1 -1/8" with 19/64" head. Install SGD thru buck into 0 block with 3/I4" tap -con with �- 1 1/2" penetration at 0 o_c. max. from each corner and 20." o.c. max thereafter at head per product approval F1 Use 3/I6" 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 apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed -450 when tested in accordance with ,ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast supply and MFG 5v Crimp Metal roofing FL #11651.12 24 go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" 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 \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails 1 24' o.c.) supportmg Max. ISl0lbs. uplift 12 47 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip ' \R-30 blown fiberglass Edge i Fascla_� in bottom chord or trusses TIM I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vin�l soffit installed wing 1/8" dia shank x 5' tong precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings gale. rooting nails with 3/8' dia. head par product approval - see chart sheet fill 1/2" drywall over I" x furringg R4.1 strips at 14" o.c. with ff-fod insulation on typical On Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all peirtair ASTM codes. block construction m Mortar to be Type M onlg proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (U #5 bar vert. ftypical). 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 L"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade ,IIIH1 _ III II II- -IIIIII11-1 Ili ii 14 14" x 14" Concrete footing #5 with (2) #5 bars coat. and TYPICAL S C T I O N transverse bars at 48" o.c. AREA CALCULATIONS Living A/C = I9-f1,4 sq. ft. Front Porch = 153 sq. ft. Rear Porch = 116 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq, ft. Total Cubic Ft = 11,192 2" VTR JAL 1 1 I 21' VTR JIL Me ter I Beth ILaw. I I 2' Lay. I 11' 1 2' VTR W.C. I IL I I Shur. 3' % I I Kit. amk I Kitchen a' I I I Lev. 3' W.C. Bath #2 s 3' C.O. To septic PLUMBING RISER I" x V P.T. Buck nailed to O block with case hardened nails i Head prior to door attachment O L, fixed door ` sliding door Masonry Wall y.;'; Bottom Track `-Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with S l l d i n g D Oar D e t a l l I I/2' penetration at 6" ." max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5Ya"x V-3 /a" 54/a"x 63/4' 15" x 63 /f" Single Hung ZONE 4 2. V-2Ya"x 5'-3 /a" Single Hung ZONE 4 3. 2'-2" x V-2 I/T 2l%2"x 38%" Single Hung ZONE 4 4. 4'-5Ya"x 4'-2 /e" 1 54%a"x 54Ye" I Single Hung I ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough O ening Door Description PRESSURE ZONE A 9'-0" X 1'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %,"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 %2" d;c;,;°" Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 E 2'-V X V-8" Solid Core - Wood - 6-Panel F 51-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x i %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-e" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold L I'-6" X 6'-8" BI-FOLD ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction N 0 1 in N w A 3" L'-O I' NOT ON THIS PERMIT Opt. mul`IIrcX. vAt ON THIS PERMIT 12' x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch 8'-0" to 19'-8" A.F.F. Vault d Ceding G EAT OOM I I I 14'-0" I MASTER BEDROOM V-0" A.F.F. Ad-\ Flat Ceding Rod 'f Shelf I U)I I 8'-0" to 9'-8" fj.F.F. OL 2" x 6" knee -wall aD Vaulted Ceilirtq below counter top 1 DiNING IrCLOSET ROOM F all LRod Shelf be / r _ DW-7 \ Vanity to be / 34 Y2' high 9Y�I'Hlgh 111) " K�ITCHENa m SECOND BEDROOM ty to be 4"high J1 r 1714 �jver ang B'-O" A.F.F. Flat Ceding 6'-O" 1 „ pper cabinets to extend over cf. iti I MINIM 1= U -IIL r i p EGRESS nui I W I iu1��6;ju I iui r T 3'all 12" x 12' concrete column block filled C V E R D with concrete and (2) #1 bars vert. tiedFORCH / into lintels above 12'-6" T- Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at amba and 20" o.c. max. Exterior face at head and sill per product approval of wall -\ J \ Buck to be I" x 4' PT GARAGE " 8'-4" A.F.F.OILC Flat Ceding f r-----------------i Block wall in garage to be struck block I I I I � I 5'-2" 2,-8, 2 _8„ 3,_5„ 91-01, 5'-4" 15'-10" 36' -O" x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT I" lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at w 1 n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Exterior face of wall -\ H.B. s lu f- I filler n m T N rler wall A/C o meter 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 2" x 6" PT Buck Detall at Door O Ln #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and prior to door attachment NTS Scale : 1/2" = I'-O" STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" S. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. 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 IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF IOOo PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. l GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be 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. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-I1" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-4)1o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell _,SECTIONS one US bar continuous 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ao11111111111302 14" TYPICAL FOOTIN 1111— "w x 14"d concrete monolithic ,otmg with (2) #5 bars Cont. DETAIL 4" concrete slab with fibermesh OR Cx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill U5 bar cont. Step per foundation plan 101, BPI (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) #1 bars vart. tied into lintels above Verify house slab height in field Top of looter IL" below finished floor_ ' 'ill=1 I I I 30"x30"xl6" concrete column footing with (4) #5 bars each wag 30" OLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" io [A=Z-303 SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 4"xV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL 95 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ ao � ITANN e 4 1/2" = ]'-0" TYPICAL TIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" ® P.F. I 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" CURB DETAIL SCALE 1/2" = 1'-0 " 2" x 4" PT wood secured with \ 3/8"ilia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Sinole Filled Cell Column Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location ouble Filled Cell Column NTS au w 2" 10'-O" 12"1 10'-01, — — 14'-0" I � I I � I IOpt. PATIO/SR 41 ---- w O° 1 � � a> z o i I - 0 1 I - Rear Patio/Slab 1 r I pj to be poured separate 1 18 fZ from the house slab. 12'-a I " Q fl 4 O I J Thicken footingg to N in 24"w x 14"d x 24"L FI L 1 under filled cells - under grader bearing. I I� e o 0 0 0 0 0 o N e ° _ _ _ _ _ _ _ _ _ I — — — — — — — — — — — — --i Rear Patio/Slab to CD FI beflush with bottom of sliding door recess. l 1 0 � j rn ° I Slope 1/2" $o u F -a l yr � _ W CL II I ICD I -' I of FI of �I� I Vanitg to be —b1 1 4" concrete slab With fibermesh OR 34 ' �fiigh H-B- 1 Cx6" 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill 7 0 I FI 1 I eI I� f_ _ Q _a I FI Ln I 1 • 1 r - - 4"0 Steel Ballard I luJ�1 I ®Pilled w/ Concrete I 1 >> 1 11 > � � Q2 #i `r a uu I �,a J 1 I v�� I ya I FI I I v,wE 1 ad) I FI I 1 -L- E`` 1 I a r-- L C ° Ell 0 _ _ _ _ e OO i i i o O ° _ (aO V I W- ;r e u A- - I° W Q x I an I 6 to 12'-6" T-2" I Q F 4 e — — _ — Recess for F5 4 — ° - °— — — — — — — — — I ---- �° ° ° Garage L'Soor ° ° ,� 00 �3 12" x 12" concrete column block filled wi h concrete and (2) 91 bars vert. tied into lintels above 3'-5" 9'-0.1 3'-4" 5'-41, 3C-O" FOOTING SCHEDULE Mark Size Description FI 14"w x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x 16"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 a O'-ON Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel Into continuous beam block steel Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = US x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use nails or screws band on Presage for root stated in permit info box on t ese pPans fpor zone 3 Ke Area Edge Field Fastener as r Zone 1 6" 6" 8d ring shank 45 psf Zone 2 it 6" 8d ring shank 16 psf Zone 3 4" 4H 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.6 psf ** Use nails or sprews based on res ure for r of stated in permit info box on these pl�no or zone Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar-. Min. 8' Bearing Provide PT Buck ' i, • ',i attached per iamb etails into filled cal i'. J 4" Pre -east Sill F .1 -.y , ] ---Poured Filled Call Provide #5 bare with min. 48 bar —Idiametera overlap in filled cell. Tie iUed call steel into continuous looter steel. Concrete rooting — —' ►, >;:—''= (see rooter schedule exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. Verify with Plan r Install Simpson MGT into wall usin Concrete r1collumn x 12" c+___�---5/8" dia. threaded rod set min. 11' Lintel �� Block into wet beam and (22) IOd nails into truss Rebar Rebar 48 Bar Dia. Min, Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NITS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T e 2 felt paper using 8d nails. Substrate to be 19/3 COX Plywood nailed at V o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach dpsick to trusses using attachment detail on this sheet LINTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rows of "H' Block Above ' " Bottom Steel size Top all Size Max. Gravity Load (PLF) Max. UphPt Load (PLR) Max Lateral Load (PLF) L22 T-2' T-6' 8198-05/IT 1 #5 3069 1569 1024 L31 2'-LR 4'-0" 8F8-OBAT 1 #5 2561 1363 143 L45 4'-5' W-10" 8108-05/IT 1 #5 1 1105 909 339 L50 5'-0" A'-L" 8118-OBAT I #5 1 1238 836 121 L60 6'-8" T-V BF8-OBAT 1 #6 1011 121 534 L80 V-O" 9'-4' BF8-8/2T 1 #5 2 #5 152 591 1 512 L90 T-O' 10'-6" BPS-IS/2T 1 #5 2 #6 643 530 401 L90B 9'-O' 10'-6" 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 ID'-O' ll'-4' BPS-IB/2T 1 85 2 85 582 444 452 LIOOB 10'-0" 1 11'-4' 8FI6-I13/2T ONE 1 85 2 #5 136L 1028 452 LI20 12'-0' lV-4' 81-8-I5/2T 1 #5 2 86 1 411 428 324 L120B 12'-0- 13'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1015 1-10 324 1.140 14'-0' 15'-4" 819I6-15/2T ONE 1 #6 2 #6 1250 609 259 LI60 I6'-0" IT-4" BF8-IS/2T I #5 2 #5 300 192 144 LILOB iv -Om IZ'-4" SFI6-I13/2T I ONE 1 #5 2 #5 950 600 194 - 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'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2' nails — ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum "" _ Edge t Fascia 12" 2" x 6" Kagean full o vent vmyyl sarht installed vain 1/8' dia shank x 15" long gaiv. raofping nails with 3/8" die. head per product approval - sae chart shoat #1 O 12' x 12' concrete column block Idled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of Tooter I6" below finished floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter v flash Nail ledger to gable end truss with (2) IOd " �ils at each web 314" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan IIII—IIII _...,�! .'..,.: •:.,...� ki IIII,�IIii iii1-IIII-IIII=1' IIIMk011�11 IIII =11111=ii 1 lcal SeC tlOn Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each truss Ul u LU ly ri L, W-o� O ~- F- LU I Lo Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottom of top chords using (2) IOd nails at each truss ---1 21 PRE-ENGINEERED WOOD TRUSSES of 24"o.c. TYPICAL ( shop drawings by manufacturer ) &2mimO \R-30 blown fiberglass in bottom chord of trusses F- -1/2" drywall with smooth finish UJ Two rows of beam block filled with concrete = -and (U #5 bar cant. in each row. Substitute precast lintel filled with concrete and (1) #5 bor cunt. for bottom row over openings 1/2" drgwall over I" x furring strips ai I6" o.I.. with R4.1 f _Foil -insulation on typical 8" Block walls Simpson I-IETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift ETA 20 Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with t22) IOd nails into truss. Add blocking to truss leg per detail on this sheet �i■ice■i■NEREWA s�!e�e�� Fj' /, 11 UNW311 MENEM-- oil IN I W. 2 . Uwe h corrosion resistant tin caps and with 1,25" ri sh In all [a atta and two sta2gered rows 12" o.c. in OWE bill Va, Attic Access with light SLOPE ]Iq I Mama ANN ME I all N All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. m Mortar be Typa "M" FBC - ETA 20 R601.1 to only proportioned per and Mortar points shall camplg with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ax. showers, tubs etc...) FIII call with concrete and (not ROOF M. spacing shall not exceed Max.bar g shall ex 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermeah OR 6"x6" #10/10 WWII on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill t — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. —III,;,,II ALL TRUSS TO TRUSS CONNECTIONS BY =jII1- TRUSS MANUFACTURER II- F1 - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION at Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE srAl.. • I/2" = 1'—n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A„ Pala* DR Load Wire Description circ# arc# Description Wire Load SR Pala 2 40 1.0 kw #8 A/C camp I 2 AHU #10 3.5 kw 90 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 I 8 1 20 1.8 kw 1 #12 Pump 'I 1 10 Dr er #10 5.0 ks 30 2 11 12 1 20 1.5 kw 212 13 14 Dishwasher 912 1.2 kw 20 1 1 20 1.6 kw #12 Microwave i5 I6 Refrigerator #I2 1.2 kw 20 1 1 20 1.6 kw #12 Kitchen S.A.C. 11 Ie Racepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Racepts #12 - 20 1 1 20 1.2 kw 212 Clothes Washer 21 22 Racepts #12 - 20 1 1 20 O.al kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 26 Racepts #12 - 20 1 1 20 1.92 kw #12 21 26 Racepts #12 - 20 1 1 20 #12 General Lighting 29 30 Racepts #12 - 20 1 - 1 20 #12 General Lighting 31 32 Racepts #12 - 20 1 - 1 20 #12 General Lighting 33 34 Exterior GFCI #12 - 20 1 - I 120 #12 General Lighting 1 35 361 Bathroom GFI #12 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #12 - 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description of . Watts Total(Watts) General Lighting .(3 wotts s9 ft:)......................... Small. Appliance, Circuit(s) . . . . . . . . .. ......... ............. .Range .Refrigerator.. , .... . ....... . Microwave ...... ................................ Dish Washer ................................................... Clothes„Washer............................................... Clothes..Dryer,,,,, ,. Heater .W..ater.... .......................................................... Water. Pump ................................................... Garage, Door .Opener .. .............. 1135 3 5,205 2 1,500 3,000 1 12 000 12,000 I 1.200 1,200 1 1500 1500 1 1,200 1,200 1 1200 1200 1 5.000 5,000 1 4500 4 500 1 1,800 1.800 810 1 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 Io.o00 Remainder 21,415 e40% 1 0 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 by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan 8 Duplex Outlet -{� Ceiling Mounted Light Special Receptacle O- Wall Mounted Light -8 aterproo groan au t circwt Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack rEF1 Carbon Monoxide Detector 412 Flood Light Q Thermostat m Electrical Panel ® Central Vac � Electrical Meter ® Smoke Detector Ceiling fan © Television Jack FT] Telephone Jack A sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light R Speaker Hook -Up El Intercom ®= JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 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. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. S. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply. w/ FBC RM1602 10. A/C Refri Brant lines that are run thru slabs must be sleeved in i�VC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a Incensed 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. 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. H.B. Vent _thr_u 206 CFM IOxlOxl Opt. PATIO/SLAB Covered Porch 1 G1iEAT iy�00M 1 1 Center RegisLairs on calling fhn � xlOxl DINING ROOM 146 CFM IOx6x6 SECOND 1/0 BEDROOM 12x12xs j / B/A Y!J 149 CFM IOxlOxb 149 CFm IOxlOx6 L�I 1210 i / o .o I rAro K n COVERED PORCH P'IECHANICAL LAYCUT SCALE: 1/4" = 1'-0" 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 and telephone company. 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 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 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 22' x S4" Attic Accew with light 1 L-___ ICJ 12)d2xlO B/A 150 Amp Panel GARAGE I I I I I I I I I I I I 1 I I I I I I I I I #2/0 Aluminum feed 1'/s' Conduit 2" PVC 2" riaid service PPL ELECTRICA A/C disc. qi rop PANEL nar15#cartr4%arw'm slab L RISER __ Vent_t#�rtL Soffit A/C 41 - Contractor shall use AL-CU Landing lugs_ NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction eter Braden it Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: brad enaia9comcast.net H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light ELECTRICAL FLAN 0 N WQnne Building Corp. Post Light with Photo cell Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. i shown for clarity SCALE: 1/4" = 1'-011 Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I4.16 sq. ft. required THE STERLING REAR PORCH Spanish Lakes RIGHT St. Lucie County Florida Provide A Continuous Vented Soffit Date Drawn 5-24-18 Drawn by: C.C.U. Checked by: D.iR.B. Revisions Sheet I Comm # E - I I i6-3oi OF B For Truss to Truss Connections see hanger/connector schedule in engineering ..�,, y,,.y -- Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS to LO Cl) 12 4.00 F_ r 8, 12 2.00 i upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT 12 4.00 r— upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 71 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT'I A HEIGHT OF 8'-0" ABi VE FINISHED FLOOR TRU'.>SES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. AL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers P�- ----- 5PAGING NOTE _ ALL TRUSSES ARE TO BE SET AT 2'—Or ON CENTER EXCEPT AS NOTED AIR HANK=>LIE=R NOTIE= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A I I I I I 15'40" 7 5' 4" i� 3' 4" _�v 11' 6" K GARAGE LEFT OR A DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI I I I 1 I _ I ILI VAMS INVERTED W" WEBS AT CENTER W19' B.C. PANNEL- LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR AIHIU .\\` I\\'= I \OMi691\\\\i\\\\\`I\ 01 :to ATA ATA ATA ATA ATA ATA ATS ATC FABRfCAMNI EAEMENT rairssEs caNNor trE STARTED uNrn navgrrro se m s RE]rUR Th. Waa desalpaon orthe PmpertYwltore d,e tobraaMd ie Tneaae,.iabd.cwowlrtdcrt..nd+a+"o.: — ,:.Tnraeet we. be made RI :trtd eocordar.s ost Plexnra I'.Thoo of tM truwesbeen �mmererslpned,r ..:wrtaen » W1d b yme«. Tme.t mrich artpan b tuml.hsd '•we. b. alowed..m to cn.n eera Tn..ha�hwe ease csy °!,1Y,,..daybe& repelsraquked,ortoer�Eeoffwt , ._.- - Tnw hsa to i besearas job sM u riot prapseed for degvery or mupor b not proparW for depvery of ar uyar fi ro.pon ! w f8r.mbero Tna. for bw6p heats due w.Rs a Ptke a. aiwkm h peraprsph 7 babe b ub)ect w m.ae y C 7; -71cuL A 869 Par howf le for revblon. may b8 dlarped by Chambers Tnom - . 7: TNr b a PURCHASE ORDER to Ctrernbarr,Trus at the sum alireed tD, V . et Pie. Imrdce we. be maGr on dervery err pay or aMtrm lama of dei of fabrkated 4ia.e�s rnmidoe " a"10daad de. 1 bf "My u bw cannot Docapt adornef+e tee for „eaant a'M0A0d aa"aa to Pay chambera.Truss reasonable drdee we. be. added krd Harr. na = fwn a, „" ' made. 1-112 x Per deny, eel, a slpnaturo or bdtlab srry where on this area aorudtartes spreanoa to s1 temm nerom 6 m mWdoragon of Chambers Tnroa erarmg aedR Par thb materla the hemin. unox iliknaly guarantm pgrtrmd when duo of arty err ap brebbd a owed to Climbers Traaa by.say aa4r rsoelWrp maalsf aM the. rnraralpried Indudlnp ++19,r" fees, If do*g In PsYnte+d for mateda ha merle by thetl» - '10. In the avant of any tltlpalpn corroomtrrp thla etyeenrent, the Rams hrtdshed hereunder be S 60ds CartgymFlcrldab.'' Parllee agree daR dre.ple emus (Or any such adton we. ' 11.D.agrresponswaleser0W-Nap«,4l ;dardAndit ,an�dad<�ridelw.or, RasponsMiles For Codamrcdarr U.brp fRetel Plate Corprected Wood Tms.os ANSVrPIIWTCA 4-2002"' .. DATEp . - srdNm - r ; rori Trttr= . r • A=Pb��N�regiddPar'9f)511-03"bpeuafttyjlryg�rtraga . MiRMOP ply trusses must be fastened togefher per engineering before they are set; failure to do so can reiul&In roof collapse. Temporary and permanent bracing are required and can am We and property and Is the responsibility of the truss arector, 'Study the contents of the Information packet Included on delivery before sating lhasss. Tm sesnisietbesetandbracedpertleellgn}�pepsf��yg Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any 'blhei 21t 010ntrated loads on trusses, this can cause calla pts DO NOT SET TRUSSES USING THIS LAyOUT USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Aiienue Fort'Plerde; Florida 34982.6423 see-551-.5932 Fort Pierce 772486.2012 F'ax 771-466.8711 Vero Beach 7M4568-2012 Stuart �772-286-3902 .•�� cw. r"uauQCoaTDlrftQ'r`.AY . • . Lv Architu,.. ;.,.r Architect's representative's shay C, Ninq approval is NifT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their res trve locations. 92.0/93.2 MITEK 42 DESIGN CRITERIA "` BY County SA114T LUCIE "Braden A.I.A. P.A. Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 0 :: I Top Chord Live 20 R Top Chord Dead 7 4.2 w C Bottom Chord Live 10 Non -Concurrent w r6 o I Bottom Chord Dead 10 3 o c I TOTAL Load 37 7.2 w y Duration Factor 1.25 d = I Wind Speed 1651'nph i 0Top Chord C.B. Sheeting by builder. — Bottom Chord C.B. Sheeting by builder. N N Highest Mean Height 12'4)" ci zt Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L.=Hestraininq Uead Load C.B =Continuous Bracin [BuildinN CRITERIA shown above with the tment and your engineer. is the responsibility of the Her and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: ^ Date:11/14/16 Revised:10/23/18 v) FOR Q WYNNE DEVELOPMENT CORP. 3� -4- �I 6-4" lc 15'-10" C DESCRIPTION: -7 �, GARAGE RIGHT G STERLING 176 (a PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 s �ajas m II� Ilm II, II� II�