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HomeMy WebLinkAboutBuilding plans, 0513IE '-I" T.O.B. 2 off Y-O" = Finished Floor 12 12 4 SLOPE Union Corrugating Co. 26 ga. SV crimp metal roofing FL#: -1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 8S.8 Oaf lim 5/8" thick x 8"w cut coral fnlshed stucco bands LEFT ELEVATION 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands Union Corrugating Co. 26 ga. SV crimp metal roofing FL#: 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 114" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 -.LOPE 4 12 L L::::--: 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION SCALE: 1/4" = I'-0" tZ L= Y /- T I O N N O T - Overhangs at 1'-0" unless otherwise noted on Roof Plan -Roof pitch at 4:12 unless otherwise noted Union Corrugating Co. 26 ga. SV crimp metal roofing rg changes to this plan shall be SUbMItted to the architect FL#, 1211A Attach roofing to deck using 49 x 1.5" p wood screws with washer Per Approval over 30 lb felt ,AOr ap p royal in wilting prior t0 starting construction. unde layment installed with min. c side laps — Return ALL Stucco Bands into Window or D o or . 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c. at all laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.S" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 89.8 psf 12 SLOPE 4 ® 5/8" thick 8"w cut cora finished stuco bands 3 3 5/8" thick light textured stucco on typical concrete block construction RIC. T ELEVATION SCALE: 1/4" = 1'-0" Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = F-O" Union Corrugating Co. 26 ga. SV crimp metal roofing FL#; 1211.4 Attach roofing to deck using 49 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and C end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with Ed x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 86.8 psf ERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILffY OF THE CpNTiMLOTAR O REt ALL MANUFACTURES LABLES SNOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 8'-I" T.O.B. '1" ES LANS AND ALL PROPOSED WORK RE SUBJECT TO ANY CORRECTIONS SQUIRED BY FIELD INSPECTORS THAT .NIWY BE NECESSA.RT IN ORDER TO 41, MPLYW RALLAPPLICABLECODES. I O'-O" = Finished Floor pot- v5t3 ST. ucxlr COUNTY Sim nTNC "IVISIov RF1 IF,M-EDFOI OMPLIANCE RE 'IErt D $1 ,Wwr1 yla t`► o DA E �1�11 PL S AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION NVILL BE NI DF- 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using Ed nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. nailf1d and edges with IOd ring shank galvanized Into truss webbing. SLOPE 4 2„ 8'-I" T.O.B. H.''... E:3 .. 2"®®® 5/8" thick x 8"w cut coral finished stucco bands 0'-0" = Finished Floor Finish Columns With 5/8" thick light textured a�cv�o+�a 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATION SCALE: I/4" = 1'-0" 1/2" drywall ceding on truss bottom cord 2" x 4" top plate 1/2" drywall on x 4" studs at 16" G.C. base -board II II / 211 x 4 P.T. bottom plate 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Fartition nts 5/8" thick x 8% ut coral finished stucco ba ds -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential; 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Comae I—i`cient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites; Ver9 Heavy Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.6 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: 0.6DL+O.6LDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 par Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 par Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detain Provided? Yes Minimum Soil Bearing Pressure:2.500 pat. Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHATTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 par FLOOR DEAD LOAD: l0 per JOB ADDRESS:� 2:12 ITCH 0 = Roof Zone I Walla Zone 4 Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, PA Wginne Building Corp. Date Drawn Revisions Sheet Comm # Architects — Planners GARAGE_— T 12-21-16 411 S.E. Coconut Avenue Carlton 299 Drawn by: 1 I� 30I Tel : (772) 28'1-8258 OBChecked C.C.U. - Fax : (712) 281-8283 Spanish Lakes by: E—mail: bradenaia8comcast.net Stuart_ FL 349% UAACC00032 St. Lucie County Florida D.R.B. OF 5 FLOOR FLAN CRASH TYPICAL NOTES: SCALE 114" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 36" high by 4° diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/81, 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have Slab r3/e°t so ksi steel plate) a minimum 1,400 P.S.I. fiber Stress. .A. No dISSlrlilar metals to touch. 2%,° 2%' S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o /211' ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to �1, shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. O 1 ALL wood in contact with concrete shall be pressure treated_ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. 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 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 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 490 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit Info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C�9, -1-4-15, C514, C630, C931 AID, C1002, C1047,C1177, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Spacing Max. flpaerng of fasteners Nail wing options For installation of drywall into Maximum Nails Screws eood Framing members 2" x min. thickness Ceiling Perpendicular 24" To 12" 13ga 1 3/8" lloong with 19/L4" head 0.098" diameter x 1 1/4" lorg annular -ringed or 5d coder n1ll �2 OR Walls Either IL" g" 16° 0.080' dia. xx 1 5/8" long with Direction 15/L4" head OR Gypsum board nail 0.08L" die x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8 log with 19/44" head OR 0.098" diameter x,1-3/8" lug annular -ranged or Ld cooler noOR e 0.092" dia. xx 1 1/8" long wrh walls Either IL" a. 16" Direction 114" head OR Gypsum board nail 0.0915" do x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with I 1 1/2" penetration at L" o.c. max. From each corner and 20." o.c. max thereafter at head per product approval Use 3/14" 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 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13(.l and A137.1 20. Cement, fiber -cement or glass mat gypsum backers In accodance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturer: recommendations shall be used as backer for the wall tile in tut) areas and wall peels 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 accompanyin smoke developed index not to exceed 450 when tested in accoidance with ASTM E 84. Insulation shall comply with F.B.C. R316. Union Corrugating Co. 26 ga. SV crimp metal roofing FL#: 1211.4 Attach roofing to deck using #9 x I.5" wood screws with washer Per Approval over 30 lb felt underlagment installed with min. 4" side laps and C end laps fastened with corrosion resistant tin caps with 1 114" ring shank nails spaced 6" o.c. at all laps and two stagggered rows 12" o.c. in field• Roof deck to be 19/32 CDX plywood nailed to trusses with Bid x 2.5" long ring shank nails per Sheeting attachment detail on roof plan Max allowable uplift = 85.8 per Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2" Wads ( 24" o.c.) suppporting Max. 4 18lolbs. uplift i Aluminum Drip - Edge i Fascia 2" x C Sub-F Kaycan full o vent vingl soffit installec using 1/8" dia shank x 1.5' long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert. w/ 30" overlap - at each filled cell Wood Base 1110111 1111" 11I1 IE Ir,,wl IF, 5E- T)"FICAL SECTION PRE-ENGINEEFED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled uth concrete and (U #5 bar Cont. in each rai. Substitute precast lintel filled with concrete and (U US bar Cont. for bottom row over )penings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 fi•foll 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 R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all uet areas (ex. showers, tubs etc...) Fill tail 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 'ibermeah OR L"xL" #10/10 WWM on L mil Yis;Leen over / clean compacted termite treetee fill ""- 14' x 14' Concrete footing with (2) 85 bars cunt. and #6 transverse bars at 48' o.c Trac I 0 2 0 Masonry Beam I Slldlnc Door At Masonry Wall POST DETAIL N.T.S. Head fixed door sliding door 1 1/2" Sill Detail NTS AREA CALCULATIONS Living A/C = 1,414 sq. ft. Front Porch = 153 sq' ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft 2" VTR JIL I I I 21' VTR Mastery/� Bath 1 1 2" Lev. 2" Lr Lay. 4" 2" VTR J 3 IL � I I I 2" 3 shwr. Kit. sink I Kitchen 2 I Lay. rJ 3" W.C. Bath #2 shwr. 3" C.O. To Septic PLUi'1BING RISER 1" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall gpical Flooring Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval) a m b Window Schedule Mark Size Rou h Open. Window Descrl tlon PRESSURE ZONE I. 4'-5%"x 5'-3%" 54/8"x 63i4" Single Hung ZONE 4 2, 6'-2%"x 6'-3 %' "15" x 63 %;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2 TY2"x 38%-' Single Hung ZONE 4 4. 4'-5%"x +-2A" 54/e"x 54Ya" Single Hung ZONE 4 ALL Windows to be aluminum Windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit Info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough opening Door Description PRESSURE ZONE A 9'-0" X "1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 4'-8" 14" x al f2" or ocbots sty Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81'h" E 2'-6" X 6'-8" Solid Core - Wood - L-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel- Bi-Fold G 2'-8" x C-8" x 1 %" 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 - L-Panel - BI-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel ,° Bi-Fold ALL Exterior doors to withstand pressures stated in permit Info box on sheet 3sI GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction a v 3L'-O" " 0° 0 �° �° �° ❑ ICE El O EGRESS O O 00 O 12" x 12" concrete column block filled r with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 12'- 8 O O �O ❑° O° ❑° 1 O° O° ry c ° I MASTER _� I BEDROO vv) to 9'-8" A.F.F. - S n Vault d Ceiling 8'-0" A.F.F. ao U r ma Flat Ceiling ~ LLN G EAT OOM I " O I 1 Rod Shelf I 21'-8" r r anity to be r I I = /2„high H.B. to 9'-8" F,F. 2" x L" knee -wall v I m `o Vaulted Ceiling below counter top I O M rr ° DINING: I L SET B18, ROOM LRod 7 LINE a,� i H ALIMP 8 NET O / Q O Vanity to be I // �/ / l T / O t CE 34 /2"high I ✓C� ul 13'-03/4" High O Ball KIITCHENo m O ° O I iv m - J v Vent I throng rger wall OverTiiang 8'-O" A.F.F. ° o Flat Ceiling H. O '"10'-5"O" P71- Upper ca inets to ID'-2" extend over Ref.BATH I s3eni 2" fillers"an LR, v 9 O Rod t Shelf _ _ N {..1 -II Bet a Inwlation a, I A/C O in ., 4"4 Steel Ballard Sae W I .g t on this sheein " O O l r 22" x 54" 1 Provide auto 0 8 Attic Access closer (] 8'-0" A.F.F. Q Q 22„ s with light L tj _ - - _ _ J Flat Ceiling 3 -ten 13'-6" " 4" s ISO nip n Meter ~-N LL Panel SECONDLn m\ o BEDROOM EctR�ssN Y GARAGE OO T oa 8'-4" A.F.F. OC O m 0 Flat Ceiling O " (-y L EGRESS -----------------E if of ° ° Block wall in 1 garage to be 1 v struck block I (D I I C V E R D I I o 12" x 12" concrete col umn block filled O with concrete end 12) #1 bars v rt. tied ORC 7n into lintels above Z " O I (] � 00 00 00 00 Lim4a 5,_2„ 2'-8„ 2'_8„ 3,_511 q,_O, Install windows thru buck into block with 3/1C tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ---\ / \ Buck to be I" x 4" PT Detalf at WlndOWS 1"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Attach buck to block well with 114" dia, Elco cone screws with min. 1 114" penetration at 12" O.C. max and 4" max From each corner thru Exterior face 2" x L" PT Buck of wall Varies #8 Wood screws thru Jamb into buck at each hinge and 15" o.c. max and M p t nil a t M nnr t rior to door attachment NTS Scale : 1/2" = I'-C" STF CTURAL NOTES: 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 IO 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/ b MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. 4 GROUND FLOOR SLAB TO BE A MiNIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FiBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN, FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. �• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE is. ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN), PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I�. F-CLAD/4710N FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, il� A-35 SPECIFICATIONS, ALL ANCHOR TO BE A - 30-1 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for 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 I U5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings app to 5'—Il" wide. Provide (2) filled cells on each side of openings from 6 —O" to `1'—II" 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" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to crostruction and provide a copy of soil test to architect for review pric to construction 8. ALL Reinforcing steel shall be grade 60, meeting AST1'l A—Ib and A-35 specifications. ALL Anchors to be A-3DI steel. `l. Provide a minimum of 3" concrete protection at footings and I—i/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ SO" overlap at each filled cell 4" cor+crete slab with fibermesh OR 611xb" #10/10 WWM on 10 sul Visqueen over clean compacted terwite treated fill III = footinglwith concrete bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan r (Y 10" 12" DETAIL AT GARA 12" x 12" concrete column block filled with concrete and (2) tt7 bars vert. tied into lintels above Top of Tooter 16" below finished fie " '(2) #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = I'-O' Verify house slab height in field z } i ITI' 30"x30"xl4" concrete column footing with (4) #5 bars each way C 30" rl COLUMN FOOTING DETAIL E I/2" = I'-V v Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE m 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 by 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 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL 95 bar vert. w/ SO" overlap at each filled cell Adjust curb height based on gar, floor slope. u5 bar In curb \ SCALE 1/2" = I'-O" --,,SEE TYPICAL '6�ECTIOKS 4" concrete slab with fibermesh OR 6"xd" U10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 0'-0,, ® F.F. IIII —1• 14"w x 14"d concrete monolithic footing with (2) #5 bars coat. 3 14" / GARAGE CURB DETAIL SCALE 1/2" = I'-O" 2' x 4' PT wood secured with LEI 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detall 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 µ dlY yl Single Filled Cell Column NTS Filled Cell Masonry. Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (172) 287-8283 E-mail: bradenaias'comcast.net Stuart. FL 3499( UAAC000032 a e 36'-O" _ 10'-0" 11 10'-0" �12" C + — — — — — — " -- — — — — — -- — OD 00_ 00 Or-----------�0 _1_1_1_ _1.1_:_:_00 I `o o I I Rear Patio/Slab I I� w O to be poured separate from the house slab. -7 I 12'-8„ I N N L 4 Thicken footing to 24"w x 14"d x 24"L pl 1 O - -1 under filled cells under girder bearing. I 00 O O COO O le0 l O r Rear Patio/Slab to 8be flush with bottom of 1 " sliding door recess. I - w il Slope 1/2" u WIc O I i -i 'I I of I of FI to 4" concrete slab With fibermesh OR Vanitg to be o I 34 °�+hlgh—�I H•B. I 6"x6" 1*10/10 WWM on 6 mil Visqueen clean compacted termite treated fill over 7 O I I FI I �I I -II F -T i I o �- a �J � I I H.B. o ® I Q I O FI O 70 A# I ■1 r W— �J 0 =3 as QJi�I I I 4" 4 ®filled w/ I Steel Ballard I Concrete �o IC tr _v MOEm �v° E I LE I I I y> I.'E� I PI r00 FI d I — J I OO r E aJ � 3 O 0 IEi I , C 1 o� OI aouzj N Ir- I 3.-� � to `U 0o -;_;-;-;=;—;-o — a o� x 12'-C T-2" ry � — O ---- ——— f 1 I I F4 — Ot---- I Recess for `'— JO - 00 OO Garage Door ILILO)l IDE 12" x 12" concrete column block filled wi h concrete and (2) #7 bars vert. tied into lintels above LU(gnne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) tt5 BARS EACH WAY F 8"W x 8110 THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"Ill With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Date Drawn Revisions Sheet 12-2-1-14 Comm GARAGE Drawn by: RIGHT C.C.U. Checked bg: D.R.B. OF 5 R 0 0 F SHEE7NG ATTACHMENT DETAIL I. Minimum Nall Size - ca ring sneak inul t.o wri5, 2. Minimum Screw Size = 3Z8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated 3 in permit info box on these pans for zone Keg Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6'i #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete 8U8-OB/OT precast -- - lintel set in mortar Min. Min. 8" Bearing Verify jith Plan Concrete 12 "x 12" /Lintel 1711 Column Block J#� Rebar Rebar 48 Bar Dia_ Min. Overlap Column to Lintel Attachment NTS Additional Precast Lintel _ Lintel Bar Clear "A" B i #5 bars '�.'•'� CLEAR Length Length Span Bars Bars 2'-8" -6" 2.93 none `----" `----' `----'i 3'=6" 3'-4" 2'-2" 2,43 none BF8-OBAT 8P6-IB/IT Bf IB/2T Additional 4'=0"-8" 2,43 none #5 bars CLEAR',;}„."r' In 4'=6" 4'-4" 3'-2" 2,43 none One Row of „H„ Block Above 5'=4" 5'-2" 4'-O" 2,#3 none 5'-10" 5'-8" 4'-6" 2,#4 none r y Precast Lintel f i Additional none #5 bars 1'=6" 1'-O" 6'-2" 2,#5 none 8FI4-IB/IT 8FI4-IB/2T 8'-4" T-10" 1'-O" 2,#5 none NOTES: I. min, coverage of steel=l.5" 2. min. bearing required a ea. IIIALL reinFofcing steel is grade 60. 3. standard For reinf. steel=ASTM A616 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Do Unit Width Lintel Size Cast -Crete Specification Rowa of "H" Block Above a ottom steel size Tap Steel size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" V-L" BFB-OB/IT 1 #5 30L9 1549 1024 L31 2'-4" 2'-8" 3'-1" 4'-0" BF8-OBAT — — 1 45 2541 1363 1L3 L45 4'-5" 5'-10" 8F8-OBAT 1 1 45 1105 1 909 1 $39 1­50 5'-O" L'-L" 81=8-OB/IT 1 tt5 1238 835 121 LLO c-8" 1'-L" 8F8-OB/IT I #5 1011 121 534 LBO 8'-0" 11 era-IB/2T I tt5 2 #5 152 591 512 L90 9'-O" 10-6" 8F8-I5/2T I #5 2 #5 643 530 401 L901B 9'-O" 10-4" smI IB/2T ONE I #5 2 #5 1533 1183 401 LI00 10-O" II-4" 8P8-IB/2T I tt5 1 2 #5 582 494 452 LI00B 10'-0" 1 11'-4" 8FI4-IB/2T ONE I tt5 2 #5 1346 1028 452 1-120 IT-0" IV-4" BPS-IB/2T i tt5 2 45 1 411 428 324 L120B 12'-0" 13'-4" 8FIL-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 8FI6-6/21F ONE 1 tt5 2 tt5 1250 L09 259 LILO IL'-O" m'-4" 8F8-IB/2T 1 tt5 2 #5 300 142 194 L140B IL'-O" IT-4" 8FIL-0/2T ONE 1 #5 2 #5 950 500 194 - 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. Provide #5 bar set in pre -cast lintel into beam where length or the opening calls for it. Provide PT Buck attached per jamb letails into filled c 4" Pre -cast Sill Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. 1 Ip' 1 L — rete Footing seecf oter schedule For exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL scale: I/2" = 1'-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. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING TER BEARING POINT 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 Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Union Corrugating Co. 26 ga. 5V crimp metal roofingg FLU: 1211A Attach rooFing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin capsawith 1 1/4" ring shank nails spaced 6" o.c. at cap:, laps laps and two staggnered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = as's psf Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) suppporting Max. 18101ba. upldt Aluminum Drip Edge t Fascia 2" x 6" Sub—Fasc into iinteii thicken cc with concr one #5 ba BEYOND Top of footer IL" below finished floor Aluminum Drip ' Edge It Fascia Flash and Counter flash Nail ledger to nwhln o rl rri:ae Tublcal Section Mounted Shutter par er Panel zes manuracturer see Tub [ stud Detal 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manuracturtiI Details II �-.lets^ Stud Detail stud w/ Pie Cast Zinc flTa Nmkel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss w o L • , Q) —1 7 �3 U� w E Lll U�0 W o u, O z M N o " g Q W I 2 w O IL Brace Gable end with 2" x 4" SYP #2 min. art back nailed to bottom of top chords using (2) IOd nails at each truss PRE—ENGINEERED WOOD TRUSSES TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips a{ IL" o.c. with R4.1 fi-Toll -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 R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max.into PP g (22) beam either IOd nails wet set or in into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet LI00 100 L40 BI BI BI V- O L90 B cc N O J N BI LU 60 I 12 SLOPE 4 L� I 2" 12 E I 4 SLO E I I �u WI � N UI I W I I BI L31 ' 45 ( a Unlon Corrugating Co. 26 cia. 5V crimp metal roofs wood screws with washer Per Approval over 30 Ib f It underlayment installed with min. 4' side laps mjqq ' caps with 1 1/4" ring shank nails (spaced 6" o.c. N at all laps and two stagggered roles 12" o.c. in field. a� Roof deck to be 19/32 COX !plywood nailed to IQ LL a attachment detail on roof plan uJ t_ M Max allowable uplift = 85.8 tbaf O w u s7 p r N O BI E ' - (0 N 22" x 54" Attic Access 1 SL{�OPE 4 L I with light BI i- I I AH S ort I AT 2) I S 8--cis 8'-" MAX. mN 2) U ES IN I 2' I I p I BI L31 I BI I BI I I I BI L45 I TIF BI 1.50 Sir ican son anchor HET4 a 2 each trus N O N B1 h ( 24" .c.) uppo ting lax. 1810 }� LT2I10 bs. a lift `r BI B I BI L10 I I 1 L90B Fill cell with concrete and ROOF (U #5 bar vert. (typical). I s Max. spacing shall not exceed unless otherwise noted -- - e foundation plan notes for see un se — OVERHANGS AT i'—O" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with esh n over mil Viaquee G"xb" #10/10 WWM on 6 and - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER / clean compacted termite treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Front Ford Sr-AIQ . I /7" = 1'-n„ ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTIOi` — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTIO Braden t Braden AIA, PA Wgrne Building Corp. Architects - Planners Coconut Avenue Car 1 t on 299 GR GHTB 12-21-16 Drawn by: TelS.E. Tel (112) 281-8288 Fax : (112) 28�1-8283 E-mail: bradenaia comc0st.net Stuart, FL 34994 UAAC000032 Spanish Lakes St. Lucie County Florida Checked b D-fR-I=3. OF 5 Date Drawn : Revisions Sheet Comm # PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #4 12.0 kw 50 2 l 8 1 20 1.8 kw U12 Pump 9 10 Dr er #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 1Dishwasher 412, 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS It Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 1-118 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 26 Recepts ttl2 20 1 1 20 1.92 kw #12 27 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 412 Smoke Detectors 31 38 General Lighting 912 20 1 1 20 #I2 Bathroom GFI 39 40 General Lighting #I2 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General. Lighting (3. _watts sq, ft.) S.mall..Appltance. Circult(s) ...... . ...... .... Range _ .......... ..... .................. ......... ... Refrigerator. _ ... ... .. ..... _ ........................ Microwave Dish Washer ................................................................. .Clothes..Washer..... . .......... ................ _ ............1 .Clothes..Dryer..._...................... Water Heater... Water, Pump........... _.....................................: Garage Door Opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1,200 1.200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 0100% 1 10,000 10 000 Remainder 21,415 540% 1 O 10,9t4 Electric Heat or A/C 10,000 645% 1 10,000 10,000 Calculated Load Watts 30,944 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ ceiling Mounted Light Special Receptacle o- Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) a Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector �2 Flood Light Q Thermostat m Electrical Panel © Central Vac g Electrical Meter QS Smoke Detector M Ceiling fan © Television Jack Telephone Jack AC Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up i❑ Intercom Electric Notes: H.B. Vent thru___ Soffit MECH�4NIC,4L I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verrfg location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GF1 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 Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fullg 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. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less tlhan 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. L,4YOUT SCALE: 1/4" = I'-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 by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9`1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 #2/0 Aluminum feed 1'/20 Conduit 2" PVC l 2" rigid servme FPL A/C diet. I50 MCB PANEL 96 Copps, wire Cont. rear in 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 Vent_tl ru Soffit Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB ELECTF,IC,4L PL,4N 6'-3" Post Light with I Photo cell Exhaust Duc Thru Soffit 4" Exhaust Duct Thru Wall �. GFI Install oulet under disc. G shown for clarity SCALE: 1/4" = Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. Carrying Girder For Truss to Truss Thro=. Connections see hanger/connectorbe as de tabs o schedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS 12 4.00 CID 'tea—iI�I t �� upset=1/4" 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 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAIL OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers o- - �-1 t� 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED AIFR HAIVII::),IEFZ 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PSAK• CONSULT BCSI 1 1 ®I�I�I�I�II�I�I�I�I■I�I�I�I�IMimi ® ImImimimimimimimimimI®ImI®� �/.ii,//ii//,R �,,,li„iii//,li,,,,li,/%ii„ ii,,,li,//'I�„i/.ill/„� `\\Vi\"\�i\\\\`I`\`\♦I\\\\\i `\\I`\\\`I`\`\`i \\\`I"\\\I�\\\\♦i`XNVN \\I`\\"1\`\\♦i!"\\\i`\\\\I`\\`'� �\ MissilesNO —��SM Is WIN %%/+//~/I�%�%%�/%%%%%%%I/%�/%%� \\\\\\\\\\\\\\\\\\\\\\sa�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ �1 `F \' \ e =ice 11� ,Is - � M Pool 01, Peg Fill 10 1 AP 0 I Oil 1� 111% / IV"WE/ INVERTED ass 50# POINT LOAIOS PER TRUSS FOR AIH/U \ \ s .•. 50# POINT LOADS PER TRUSS FOR AM \' \I ®r 7040 1• ��� %1 1• ,I���II MISS�■ \� '/// = • ��/II■1�I■I■11■�II■I�11■�I�Il�i�l�l\ I I I / � % I li„i/,i,,,l�„�li„i/.,i,�I�.4 : I I 1 � � /II�I�I�10.1■11�1I■II�■11■I■I�I■I\ 1 I \ ``p \\\`I`\\"1.`\`�♦i.\`\\\I\\\\I\`\\\I\�\\ i 1 ♦ 1\\\\I\\\\ 1 \ i1\��"I\\`\�\\\\\I\`a\I`\\\\i\\O\`I`\\\\I\\\\\ t ♦ I : = • \' 1 1 I a •.��`\\. lImimimimimimimImImI■BI WIMIMIMI®I IIIIIIIIIIIIIIIIIIIS IMIMIMIMIMI■IMIMIMIMIMMImi� rRtiBSEsCAtFRoArBRIAarFADu �TMiAGRREEMENEo' REruRaeo all of the property where the trossas wttl beill ina18 teAsd Is: . 7119, undersigned acknowledges and agrees: . " f. Trusses will -be mad s In strict accordance with Ihla Wsa placement diagram layout, vihli h IS the sole auNottty for determining sutx'easful fab 1=3 ortha Wsaea. 2. AA dimenalona in this layout have been verMsd by the undarlpnad. B.,Unless wriden notice le provided by certiAed m in to Chamber Truax within ten (10) dya a deAvery the undasigned spree that no backchmpes wa be eAowea. In tixt event eudl written nbdce p Nmlehed Chembere Truss shag have three (3) bbIure ynrese days hl wnleh to, begin repake required, or to subatlluts other Wseaa, at Chamber option. undersigned acknowledges receipt of'BCSI 1-0S• summery sheet by TPI d WTCA. • �,-beAvery Is to Job aka. k le the brryses ro onsit;4%to make the Job aka suitable for delhzery. Chamber Tnrsa la the sole authority to detertnlno ale suttebgky of the Job eke of a pdipdn of the Job site far delvery, Chamber Truss wa be rospo ulWs for dump dslWary ony. Tha.buyer is raponslble for addltional doMery expenses V Chamber Trues has to redeliver beeausa Job eke 4 not prepared for deAv I or buyer Is not prepared for delivery of trusses. Btry-13 responel6ls to Chamber Truss for towing Coate due to site conditions. ';x' ' Price as shown In peregreph 7 below b subject to change V arty changes ere. made lo this -tryout. A Se0 par hour ras for revislona may be rlrrgcd by Chamber Truce, ' &j b Is a PURCHASE ORDER to Chamber -Trues of the sum agreed to, or If n¢�. DEam a reasonable price. Imrok;e wig be made on de lvery and paid within tarns of n on?iletivery, Irndce may be made at scheduled date lot delivery k buyer cannot accept go -of tebricated bvues. The undersigned agree to pay Chart ber.rryea reaaoneW6 attbrriey's fee for eoAectlone In event of payment not timely made. 1-12 rs per month aervics charge wa be added for eIl sum• not geld within terms . 8: Signature or IntialsarrylMam on this sheet constitutes apreemeM W eA termobereln. -P.In coholderation of Chamber Trues extending credit for thla materiel tf)e undersigned onoondPoonaAy puarenteas Payment when due of arty and all Inll Ilia a owed to Chamber 71use bypny entity receiving material and eta undenlgn•d sprees to pay such Indebtedness Including agomeys face. It default In payment for material be made by the _ 1M In the avant of any Aggatlon concerning #6 agreement, the items furnished hereunder u PaYMI retemsd to heroin, the parties agree that the sole venue (or any such ectlon will )&Saint Ledo County, Florida. - 11A.Oeslgn responsldiaes are Per'Nallonal Standard And Recommended Guidelines On tssponsibllldes For Construction Using Metal Plate Connected Wood Trusses VSVrPVWTCA 4- 2002- STONED r .FOR TIRE ' splsaderbartnaybetegt.radPer'8C3t1-03"tpptegelrtlgfieyg,danlage . :'i bluple ply trusses must be fastened together per engineering , lift they are apt, failure to do so can reaultln roof collapse.' Wig orery and permanent bracing are mqulred and can save life Wand property and Is the responalblllty of the truss erector. Strrtty the contents of the Information packet Included on delivery before setting trusses. rs:TMBMn ntbOodandbracedpordesiotgPoveritWwy&dwnoge Trusses must be set p1dm* b and Square Do notbet bunks or stack of plywood, roofing material or any •..,tither coriCentrated loads on 17usses, this can cause collapse. ;:'iDO NOTSET TRUSSES USING THIS LAYOUT _•USE LAYOUT DELIVERED WITH TRUSSES TO Ricl TRUSSES :::CHAMBERS TRUSS "INC 3105 Oleander Avenue _ Fort Pierce; Florida 34982.6423 800-551-5932 "Nit Pierce 772461ir 2012 Fax 772-466.8711 ;'Veio Beach 772468.2012 Stuart - 772-2864302 Wab Sita: CHAMBERSTRUSS.COM --- --- - --- - - - - -- -- - - The Architect's or Architect's representative's shop drawing approval is NOT 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 gr ty nd uplift Cads and their res a ti locatio Approved By:_ Braden S Braden A.i.A P.A 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. ry Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 14 different trusses. FEW MI 4: RLC ACAD: RLC Reviewed By: &e,&", — Date: M FOR 15'-10" WYNNE DEVELOPMENT CORP. I I 6-4-I 3'�" I 11'-6" I I 11,�• I 3,�" l 5,�" I 15,-10" I DESCRIPTION: GARAGE LEFT GARAGE RIGHT CARLTON 299 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 14 TRUSS DRAWINGS ARE ATTACHED TO (LAYOUT M 11412 �3 q�3 .3 Fr>cree- a