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HomeMy WebLinkAboutbuilding plansGulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. Sv 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 Ib 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 3/8" thick light textured ,tucco on typical concrete 12 block construction SLOPE 4 thick x 8"w cut Finish Columns with /� coral finished stucco bands 5/8" thick cut coral RIGHT ELEVATION finished stucco bands SCALE: I/4" = 1'-0" Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651,12 26 ga. Sv 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 a_ " I I 1_ J— J— Y= I I v I r block construction SCALE: 1/4" = 1'-0" z 0'-0" = Finished Floor 12" Ick x 8"w cut , coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x -4" studs at IL" o.C. base -board II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterlor Non —Searing Partition Gulf Coast Supply and MFG 5v Crimp Metal roofinc� 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 1.25" 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 7 COVERED PORCH 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands OONCEALED FASTENERS OR ATTAC •N ARE THE RESPONSIBILITY OF THE CONTR C,TOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 12 nrSE PLANS AND ALL PPOPOSED WORK SLOPE A RE SUBJECT TO ANY CORRECTIONS �EOUIREG BY FIELD INSPECTORS THAT T : NAY BC NECESSI RY IN ORDER TO _ r�fTH wEL tlPPLICAC ,E CODES. REAR ELEVATION Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. Sv 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 L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet b 12 4 SLOPE SCALE: 1/4" = 1'-0" gar( _ ' [ n t,5 h iti 1 F i�E.c) i "rtL'�. C➢ ° t P'?' �T92 �'.!'� 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of IS 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. s C li O nLS Braden t Braden AIA1 PA Architects - Planners l S.E. Coconut Avenue Tel : (ll2) 281-8258 Fax : (712) 287-8283 E-mail: bradenai &5 comcast. net Wgnne Building THE I I E I I UJ I j�l I `� Corp. EDS O Spanish Lakes FRONT ELEVATION SCALE: 1/4" = I'-O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING 1 OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Sth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorgg: II Wind Velocity: 145 mph ultimate Mean Roof Height: ��'— Roof Pitch: +, 2 Internal Pressure Coefficient. tD.18 Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'— " Wind Speed: 145 mph ultimate Wind Exposure Classification: C 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.6DL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 paf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 pal' Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided?Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure: 2.500 pai, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —AS pat FLOOR DEAD LOAD: 10 pal' JOB ADDRESS. Model: REAR PORCH RIGHT tea. To 153 OF 71 = Roof Zone I Walla Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Date Drawn Revisions Sheet Comm # 5-9—I1 Dawn by: Q C.C.U. Checked by: D.R.B. OF 5 FLOOR FLAN Recess top plate Ow x 3/8"d 4" for steel support angle C;P A C H P S T D ETA I I see detail on this sheet TYPICAL DOTES: SCALE 1/,t = 1'-O" J I. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter proceeding with Work. steel crash post. Floor p g Flange with 4 - 3/e" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi 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 PS1 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 °3/8" ° 2%;' 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 0 0 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 bg Governing Building Department L" 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 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�t psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C1041,C1111, C1118, C1218� C1395, or C1396 and shall be installed according to the 1011OWing: (FBC R102.3: Masonry Beam Drywall Location Orientation Framing Max. spacing Noll r' x L" P.T. Buck nailed to block with case hardened nails / Thickness Member of Fasteners sizing options for of dr wall into ingtallation 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 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 C1118 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 e>cceed 25 with an accompanin 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 #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 1)(t9pe 2) 30 lb felt underlayment installed with min. 4' side laps and C 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 12 with (10)0x I /2" Walla ( 24" o.cc.)) supporting Max. 4 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vingl soffit installed using 1/6" dia shank x 15" long gale. roofing nails with 3/8' dia, head per product approval - see chart sheet a1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell TYfi f CAL I Wood Base .1187 �o� IIIIIII L U 1, SEC710N 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) 45 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. For bottom row over openings 1/2" drywall over I" x furringg strips of IL" o.c. with R4.1 f`rfo11 -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 RLOI.I and Mortar Jonts shall comply with FBC R4012.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U 45 bar vert. (typical). -Max. *pacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L'xC' $10/10 WWM on L and Visqueen over / clean compacted termite treated fill 11I11j111IIF I�IIII�I- 14" % 14" Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" N.T.S. Steel countertop support angle Install L" from each end and one in center of counter. see angle detail 1/2" drywall Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate KITCHEN ISLAND FRAMING DETAIL 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 face 2" x L" PT Buck of wall apes 88 wood screws thru jamb into buck at each hinge and 15' o.c. max and D e t a i l 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/I0 tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at .lambs and 20" o.c. max. Exterior race at head and sill per product approval or wall ----\ / \ Buck to be I" x 4" PT P.T. Buck nailed to block with case hardened nails D a t a i l a t w I n d OW S prior to window attachment NTS Install SGD thru buck Into block with 3/I4" 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 Use 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall 1 1/21, Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/I6" tap -con with S l l d i n g ID OO r D e t a 11 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b At Masonrg Wall NTS Window Schedule Mark Size Rough open. Window Description PRESSURE ZONE I. 4'-5Ys"x 4'-4%" 54Y8"x 54k" Single Hung ZONE 4 2. V-2YB'x 5'-3%s" 15" x 43%;' Single Hung ZONE 4 3, 2'-2" x V-2/2' 2'IYz"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3%s" 38" x 431/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 L windows in bathrooms to be tempered rough opening dimensions to be verified bg contractor h manufacturer s specs prior to construction boor Schedule Mdrkl Size Rough Opening Door Description PRESSURE ZONE 41-0" x 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X C-8" 41" %;' x 83%" Fiberglass Panel - Inswing ZONE 4 L'-OM X L'-8" T4" x 81 %;' d m;eA Sliding Glass Door ZONE 4 2'-0" X 6'-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 %;' 2'-16" X 4'-8" Solid Core - Wood - L-Panel 5'-0" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold 2'-B" x C-8" x 1 %" Solid Core Wood, Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - 6-Panel 2'-4" X 4'-8" Solid Core - Wood - 4-Panel - Eli -Fold ALL b GARAGE WITHSTAND A[ with Exterior doors to withstand pressures stated in permit info x on sheet 1*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 manufacturers specs prior to construction Verify attachment hole location with GC % prior to fabricatioin 3/8, thic steel brat COUNTER TOP BRACKET DETAIL Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiaBcomcast.net Stuart. FL 34991. #AACOCOOS2 Wcgnne Building Corp. Spanish Lakes St. Lucie County Florida 35'-O" Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions : Sheet Comm # 5-9-11 REAR Drawn by: RORCH C.C.u_ 2, Is-Isq RIGHT Checked by: D.R.B. OF 5 Cagy 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied L MOTES: 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 10 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/ LXL 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 L TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. 1 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. IL. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Il. FOUND/470N FLAN 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 #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 1400 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 verification Of all notation and dimensions before stprting 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. Verifg all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and I #5 bar vert, at 48" O.C. max. Provide (1) filled cell on each side of openings upp to S'—il" Wide. (o Provide (2) filled cells on each side of openings from '—O" to q'—ll" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (o. 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 copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, 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. SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"111 X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x IL"p COLUMN FOOTING WITH (4) tt5 BARS EACH WAY F I x 8"D THICKEN SLAB EDGE WITH 1 95 BAR CONTINUOUS F5 14"11J With x 14"0 Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB a 0'-0" FL 121,W X 18"0 MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET #5 bar Vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell ECTIONS one tt5 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE Ox6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill mcql _1111-11 — Grade —III II IIII—��I ,•;:.,.•:,`;.. ._ iill ,,. — WE_ O)l — _ PORCH SLAB EDGE DETAIL 14% x 14"d concrete monolithic footing with (2) #5 bars cant. SCALE 1/2" = 1`0" 14" 45 bar Vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = I'-O" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height L"xL" 410/10 WWM on 10 mil Vlsqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. OxC #10/10 WWM on 10 mil Visqueen over #5 bar coat. tt5 bar in curb clean compacted termite treated fill \-411=1=1 \\ O'-O" a F.F. Grade n _ s Fill mE_ _ IIII-III 10" (2) #5 bars cont. bottom steel 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 12" 14" 2 DETAIL AT Li' GARAGE STEPDOWN SCALE 1/2" = I'-O" 5 GARAGE CURB DETAIL 12" x 12' concrete column \� SCALE 1/2" = 1'-O" block filled with concrete and (2) bars Vert. tied into lintelsl& above Verify house slab 4" concrete slab with fibermesh OR height in field 4"x6" 410/10 WWM on 10 mill Visqueen over Top of footer clean compacted termite treated fill 14" below finished floor #5 bar cant. IL" , ..,:s • (IIII II 11 IIII , IIII I '.4 .. i 6 30"x3O"xl6" concrete e 1u footing(4) ch yh #5barseach wa (2) #5 bars Cont. bottom steel 30" 12" �j COLUMN FOOTING DETAIL nDETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I'-O" SCALE 1/2" = 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. 2" x L" PT wood secured with \ 3/e"die. x L" anchor bolt at 18" ooverhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 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 Double Filled Cell Conc. Fill To Be 3000 PSI See Floor Plan For Location olumn Single Felled Cell COIUmn NTS NTS -- — — — — —— rile Copy R00F SHEETING ATTACHMENT DET,A1 I. Minimum Nail Size = 8d ring shank (min. 2,5" long) 2. Minimum Screw Size = US x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for rooi stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 61i 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 psf Zone 3 4" Bid ring shank 84 psf ** Zone 3a 6" 6" US 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 Verify with Plan It —I Rebar to Llnt�l Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast-Crete— eUB-OB/OT precast ---- lintel set in mortar Min. 8" Bearing 12"x 12" Column Block Provide #5 bar set in pre -cast R C C F F L, • Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. e PT Buck ed per ia into rdled cmb i 4" Pre -cast Sill \ — Overhangs at I —O unless otherwise noted on — Roof pitch at 4:12 unless otherwise noted on — Truss shop drawings to be provided bg manufa( — Ang changes to this plan Shall be Submitted tc architect for approval In wrlting prior to start — ALL TRUSS TO TRUSS CONNECTIONS E TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Pric Poured Filled Cell to construction for lagout and uplift verlf Icatlo — Contractor to provide for Form Board Survet Form Board Surveg to Truss COmpang prior t� Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: I/2" = I'-C" 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. ](;t4Install SimpsonthreMGT into wall using 5/8" dia. aded rod set min. 12" 'ZZ into wet beam and (22) 10d nails into truss Rebar 48 Bar olanTRUSS BLOCKING DETAIL lin. overlapap AT GIRDER STRAPPING 4 ttac�ment ' AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using Sd 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 Sv Crimp Metal rooting FL #114SL12 26 ga. Sv crimp metal roofing attached to plywood deck using 49 x I.S" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and C 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 tt5 bars , Lintel Bar Clear n AnB n u Length Length Span Bars Bars si CLEAR 2'-10" 2'-8" I'-6" 2.43 none 1 3'-6" 3'-4" 2'-2" 2,43 none BPS-OB/IT 1111" /IT 131C8-I15/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none - #5 bars. CLEA ;i .`: `;2% 4'-6" 4'-4" 3'-2" 2.43 none One Row of "H" -2" 2,43 none Block Above Precast Lintel 2,#4 none 7 r +!" 7 Additional is 6'-6" 6'-4" 5'-4" 2,#4 none #5 bars ' r----y `----� l'-6" 1'-0" 6'-2" 2A5 none BFIL-IB/IT 8FI6-I13/2T NOTES: 8' T-0" 2,45 none I, min. coverage of steel=l.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3- standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION �( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete specification Rows of Block Above " Bottom Steel Size Top steel S'w Max. Gravity Load (PLP) Max Uplift Load (PLF) May - Max. Lateral Load (PLF) L22 2'-2" V-6" 8F8-OB/IT 1 05 3049 1569 1024 L31 2'-V 2'-8" 3'-In 4'-0" 8F8-OB/IT 1 45 25LI 13L3 143 1_45 4'-5" 1 V-10" BF8-OB/IT 1 $5 1106 909 1 339 L50 5'-0" 1 6'-L" orB-OBAT 1 $5 1238 835 121 L40 V-8" T-L" BF8-OBAT 1 #5 loll 121 534 LBO S'-O" 9'-4" BF8-IB/2T I #5 2 s5 152 591 512 L90 9'-O" 10'-V 8F8-I13/271' I #5 2 $5 1 643 530 401 L90B 9'-O" 10'-V SFI6-I15/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" ll'-4" 81"8-IB/2T I #5 1 2 $5 582 494 452 WOOS 10'-0" W-4" BFI6-I15/2T ONE 1 #5 2 $5 13L6 1028 452 L120 12'-O" 1 13'-4" SF8-IB/2T 1 #5 2 $5 411 428 324 L120B 12-O" OFIB ONE I 050BFIL-IB/2T 324 LI40 4' ONE I tt5 2 $5 12 259 LILO IL'-O" IT-4" 8F8-IB/2T I us 2 06 Soo E192 114 L140B IL'-O" 1 BFI6-I15/21r I ONE 1 tt5 2 65­1 950 500 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal (11dxa1with0) 0l/each na truss — ! 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip _ Edge f Fascia 12" 2" x 6" Sub- Kagcan full o vent vinyl soffit installed using 1/8" Cis shank x 15" long gals. roofing nails with 3/8' die. head per product approval - we chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied - into lintels above thicken edge to 8"x8" with concrete and one #5 bar cor lnuous BEYOND Top of footer 14" below finished floor 12 4 1- 1/2" thick stucco on attached to horrzonti framing with nails or no less than 1-3/4, horizontal wood framin into vertical wood fr Aluminum Drip Edge t Fascia Poured Concrete or concrete block wall d PoureConcrete or concretePoured wail \\lG Concrete Anchors Per Manufacturers Specs Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web hi -rib lath vertical wood s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vent. 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 g I e Anchors Per :urors Specs 1/4'max Aluminum Panel Sizes per manuracturer - 5ee Tdocal Stud octal 1/8" x 3/32' Wing Nut w/ appropriate washer and spacing per manuracturer's Details t Stud Detall Stud w/ Die Cast Zinc Nickel Plated Wing Nut 1/4, Flush Mounted Shutter Detall nts Ical 5&ction Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) lot nails at each truss PRE-ENGINEERED W is 24"o.c. TYPII ( shop drawings by mar �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. Substitut precast lintel filled with concrete and (1) #S bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 frfoil Insulation on typical 8" Block walls All drywall to be installed per FBC RIC and shall meet all pertaining ASTM coder Mortar to be Type "M" only proportioned and Mortar joints shall comply with FBC Provide Our-O-Rock at all wet areas (a Fill cell with concrete and (1) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L"xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Ill��llllllii—'' FI at Front Porc> Scale : 1/2" Simpson I-IETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia, threaded rod with min 12" embedment into beam either Nat ea} nr in sawn .."*L r rvviae aownspouc hurricanE anchor at each truss ( 24" o.c.) supporting Max. I810 lbs. uplift Provide downspout File Copy 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 AHw #10 3.5 kw 30 2 3 4 2 30 4.5 kw #I0 40 gal. water HTR 5 b Rance #6 MO kw 50 2 � 8 1 20 L8 Ike #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave is 14 Refrigerator #12 1.2 kw 20 I I 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 - 20 1 I 20 I.5 kw 412 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 IA kw #12 Recepts #12 20 1 1 20 1.92 kw #12 Recepts #12 20 1 I 15 #14 Generel Lghting Recepts #12 20 I 1 15 314 General Lighting f Recepts #12 20 1 - 1 15 #14 General Lighting Exterior GFCI #12 20 1 1 I5General Lighting Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I I 20 #12 Bathroom GIN 39 40 General Lighting 414 IS I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Ligfiting (3 watts Small Appl,lance C.ircuit(s) .Range Refrl,gerator................................................ Microwave ................................................................. Dish Washer ......................................................... .Clothes..W.a.skier................................... .Clothes.,Dryer......................... Water Heater Wat...r.ump......................................... ... e... P... .Garage Door,Opener.......... sq: ft.) . _ . ....... ............ ......... . ....... .................... ....... 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 1,200 1,200 1 1500 1,500 1 1200 1200 I 1,200 1,200 1 5.000 5,000 1 4,500 4,500 I ,800 1,800 I 10 810 First 10000 Watts Remainder Electric Heat or A/C 9100% 21,415 e40% 10,000 Gi Total 1 1 1 t)Iatts 10,000 0 10,000 31,415 10,000 10,966 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps Panel Size Required = 129.03 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed P5 Push Button Switch �AA Exhaust Fan Duplex Outlet Y Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light w '8 i Waterproof, ground fault interrupte Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Flood Light en 1 Carbon Monoxide Detector TQ Thermostat ® Electrical Panel 19 Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A DISC I A/C Disconnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® s Speaker Hook-up Fil Intercom ®= JUNCTION BOX TO SUPPORT A I=AN 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. 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. 8. 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 Refrigerant lines that are run thru slabs must be sleeved in PVC II. 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. 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 mirror 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. u2/0 Aluminum feed I ''/c' Conduit --, 2" PVC ( 2" #11 co %6 wire e ar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS l� - Contractor shall torque lugs I.A.W. �1L manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by 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. 29. Dryer Vents to be installed per FBC RM1502 I O= THERMOSTAT LOCATION SCALE: 1/-4" - I' - O ' I MASTER BEDROOM CLOSE l � PORCH \ WP GFCI \ O CM -13/ iv � o DRYER ASHER / \ � VP LAUNDRY I a F i s II CM I I SECOND // s BEDROOM, / I / / I =E) 3 TON // I SEE MANUAL / "J" and Energy Calculation (ID 1--i for Unit info Install oulet THIRD under disc. not shown for BEDROOM. - - clarity � WP CI / A/c / U srci h 160 Amp Panel GFcI r---- Garage Door Opener 1 GOLF CART; GARAGE GFCI I I I I GFCI I I ELEC7RICAL SCALE Attic Venting Calculations Total Attic Space = 2101 sq. ft.FBC 2309.1 Venting Ratio 1/150 = 18.00 sq ft. required Provide A Continuous Vented Soffit 1 I I I I I I GREAT ROOM I ®I / I / I / I / I DINING ROOM / / I � I � l \\ I \ I 1 � FCI - - GFCI O° /1 c / I eiapt �/te a%1'nH 1/ to galrage lights / I F I 1 K/11T�HE� I I ®MICRLllllgqVE REF. NON-VEAT� / 39' CLEAR Q ENING - -- J QU W.H. 4" 4 Steel Ballard See detail on this sheet -22" x - _Attic Access �in �"�'' �__J i \ I ��11 PANEL `\ GARAGE \ GFcI Garage Door Opener I I I I I I I I I I I I I I I I Post Light with O Photo cell Center Post Light between driveways Wire For Front Post Light A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2•-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span AL 0 degrees Sprea er Bar or less 4-- 1 �2 —► T g Line Span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an ..ample, your tmss may not match. Insist crane operator sets truss this way. kag ,_Approx 2/3 to—* Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. AL AIR HAN�L—�F2 NOTE 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. For Truss to Truss__ _ _ Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS xs� a•oc.mw I I pywEP -1.I L�'"�H L �1• aar f DETAIL OVERHANGS ry upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MOF:E TRUSSES ARE BUILT FOR THAT MODEL_ _ ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH I i� A D t stand On trusses until they are braced per BCSI & properly nailed to straps & hangers I " L 1 I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8•1 ABOVE FINISHED FLOOR o no I I t I AAt A• PORCH RIGHT I 1 i' CLOUZSED AREAS ARE OF / SPECIAL CONCERN & MUST BE i CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM —_DJ* _ PLANS., C L G 1 ---/' File Copy. FABRICATION AGREEMENT TR088W CANNOT IM STAMW UN 0. TMS AO MbMfris atGNeo a ReTURNEo The Wd desalpil of the propetywhera the tnu.ea VA Itatarad b: ' The adertWosd doaetertges and spasm III,.. Tm as Va W made h aldc woondanm wth this buss pbcemet diagram Ia1a4 ow tide awhody for dabrn8lhp.suoceagM ra temeon of the huaea. 2.Ae do linSiaw h rile byot Mrs been vermeil byre tadd. eliph A U0164 wrnMrt ra-' Is Paaldad by wrlMed and to Chambm Tnoa vrleii'h tan (10) tlryi d tlatvary tM hadelablMd epap that ro bed¢furges wa be abwaL.hr tlM evart such wsltlen rto0ca b taristhad Cthethbars True shY have tlase (3) �y�hus drys h witch - to wain mm" mgttrsd, a b stthaatrfe otattttrsses, U Che 0 WtI3n' 4. The taden7Phd dm=a '-: ,'e4t d"ecst 1•or wtmryNratby TPlawrcti a DervanY b b 1� ads n b ms boyar a resparr6ay b snake the lob as stttabb for d*5 ryr. Chambers Truro ho ra role4'r1a y b detamIne the suRabalydra Job ane aH e patron b Trtas wa be teapartsmle 1FXtftshp desrey ordY. eVan bseau.e lob ens b riot preprted for daewiy ye boyar bb eat PreDoead,or ddMeY or wussea f3,ytf 6 napaulNe b Cherub,. Tnus br 0r by taw duo b aM t .0r d ins. a Prke as athwm h paraprsph T thsbw N sub}c b tihetgs r ey cwhpes ers.maQs R M..VA$Wpertabrmkio stmybedmrgWby Choub sTrLpm - 7: 7Hr urbe a a PURCHASE ORDER to Chenbm.Tmas of the am speed b, ar r •. Ggaenet a reaolowe prim. Involve role W made m delvey ad pall realm bma d On delvell• Irndce maybe nude at adhec4ded dab M dsevay If buyer mnrat 81 III ervwy of faWlwted fusses. The tadmalill .grass topry Chambam.TAss renew" aboniefs fee fortpeed8rn In event of Parnhett not Wray made. t-,Q %per month aefyw surge we be added for d sums not pal"M tens. . . & Slpabme a hdals anywMra on ris sheet tools agreement to am tall. he in. b . 9, consldeCioh of Chambers Tnus adendrg om & for Oft material On udeabned luntandsionsity guarantees pa/mat when due of any and am Indebtedness owed to Chonbsu Tnus by,any shay re eM dmaterial detail and the ri wallila0dal�smab y 1 hasbbd.sa bcttdlne aga^eya bythat y1° q M'bW &I of an MDarpn mrceMng ria movement, ma ee,a haNshd Wander or pgv.rts referd b healti tha papa area rut the apta, venue tar any ahch Kill well a tsakt kad. vasty. rrotw. ,,.IHdgPrwparaonall.ritepa-Nall WSbrhdW Andi�Zma dGttdokm On Raiporpbatles rorcatWtralon tbIng Metal Plate Corrected WoodTnuaes ANSVIP1Ni1CA4-2002'_ '. DATEo I •�►. = IlAultlple ply fr ueses must be fastened togither per engineering before they are iset, failure to do so can resultin roof collapefe. Temporary and permanent bracing are required and can am We and property and is the rdsponsibllity of the miss Greeter. -study the contents of the Information packet Included on delivery before setting trusses. •'illtdsesmustbeaetandbracedperdeslgnbpeueretl'ASayBdamapa Teases must be set plumb and square Do riotset bunks or stack of plywood° rooting material or any 'Other cp itrentrated loader on trusses. this can cause cells DO -NOT SET TRUSSES USING THIS LAYOUT -USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerr* Florida 54982-1 800-551-5932 FortPlerce T12465"2012 Fax 77Y�66.6711 Vero beach T72-669-2012 Stuart -772 Z86330= i i h h 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 Resisting .. Roofing Material Shingle or Shake 0 J in PSF Roof R.D.L. w , IsLoading gn Top Chord Live 20 t o Top Chord Dead 7 4.2 oa o m w t w Bottom Chord Live 10 Non -Concurrent tr ; f ro ^ " 2` ^ o c _ Bottom Chord Dead 10 3 a : » a ' p .e TOTAL Load 37 7.2 0 � _ ^ `0 3 0 » ^ m d 3 Duration Factor 1.25 2 m' E! Wind Speed 165m h p " ae",s - �' " ' a a r � Top Chord C.B. Sheeting by builder. ; ° ° _ ^ ? M - q gel m Bottom Chord C.B. Sheeting by builder. n !my:03M7<0n. c °. v H w Highest Mean Height 151-0" N ; , d ^ a 0 3 9 Building Type ENCLOSED n a " v a `r s» 1 0 o Building Category II:Non Restrictive om H ; y ' Exposure Category C a ` a w. Barrier Island No Conforms to FBC 2014 W I I r PORCH LEFT 5 15 TRUSS DRAWINGS ARE AT-CHED 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: 1111392 Scale: 1/4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:__gk %Olj/is~ Date:10/07/15 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11392 -7e-itI&I60