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HomeMy WebLinkAboutBuilding plans, 1709-0266Gulf 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 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring , shank nails 2 .. 2" El ® 5/8" thick light textured ® rTD ° stucco on typc al concrete block construction LEFT ELEV 5/8" thick x 8"w cut coral finished stucco bands ATION 12° 5/8" thick x 8"w cut H. coral finished stucco bands SCALE: 1/4" = I'-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 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.\field. Attach deck to trusses using attachment detail on this sheet 3 �5/8" thick light textured stucco on typical concrete block construction — -------------------——————————————————————————————————— — — — — —— o,_o„ Finish Columns with 5/8" thick cut coral finished stucco bands 5/8" thick x 8"w cut I coral finished stucco bands ELEVATION NOTES: Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #114SL12 26 ga. 5v crimp metal roofing attached to plywood deck using 3*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 C 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 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 6/8" thick light textured stucco on typical concrete block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof pitch at 4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — Return ALL Stucco Bands Into Window or Door. 12 SLOPE 4 RIGHT ELEVATION SCALE: 1/4' = I'-O" 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Me 26 ga. 5v crimp metal roofing attached to wood screws with self sealing washer at 12" (type 2) 30 lb felt underlayment installed laps fastened with corrosion resistant tin c ?aced 6 o.c, at all laps and two stagger dpeck to trusses using attachment detail on SCALE: 1/4" = 1'-0" tat roofing FL #11651.12 plywood deck using #9 x 1.5" o.c, max spacing over ASTM D with min. 4' side laps and 6" end11 �r"`tou gT.LUOTV CO— A IL E v� EF�FV\EDB EKEP'f 0 VIE ST A PLANS � YEC'C10 NILLBED'iADE. OR so M 12" �Ay BE COMPLY WITEBEAMY IN ORDER TSOTHAi N ALL APPLICA@LE COoEO, CONCEALECrAS1ENEgS APE TNESESPoN&81L yy00FT8EENTS CON r1MCE0'10F4EC0gD 3O$ aps and with 1.25 ring shank nails edhiso sheet o.c. din field. Attach TERMITE TREATMENT REQUIRED ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WrM FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS 1/8" Thick cut coralUstucico over hVgp"OVED backed wire lath nailed to substrate through �toeba yl9/32"er of 15lb CDXeIFiguwood 8nailedls. at 4" oorcate in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 ' �' I�I� II�V '�I�I deli ■ ■ III II�II III ',III QU III II[�`II III II�II ' IN -IIII�IIII�III�I! 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION SCALE: 1/4" = I'-O" l --- 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP I/2" drywall ceiling on truss bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate I/2" drywall on x 4" studs at 16" o.c. base -board \ 11 11 / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: II'-O" Roof Pitch: +' 2 Internal Pressure Cooee`Tircient: ±0.18 T�i5 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C ITCH Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.61DL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-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: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes EM = Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure.2.500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: - Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: psf FLOOR DEAD LOAD: 10 psf JOB ADDRESS: \ cc<-G<-\cl, FLOOR Ic�,ll CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to ste high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber Stress. ` 4. No dissimilar metals to touch. 2%° 2!2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %_" %_' ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix '3/8"° 2i/," 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per FBC R102.3.5. ° ° 2/' FLAN 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 in Pan With Drain 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1(. 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 I" x 6" P.T. Buck to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation nailed 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, C79, C475, C514, C630, C931 C1396 be 6 C960, C1002, C1047,CIIl7, C1118, C1218, C1395, or and shall installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max spacing of fasteners Nail sizing options for g drywall into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 7" 12" 13ga 13/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 0.080" di . xx 1 5/8" long with Walls Either IL" 8" 16 Direction 15/44" head OR Gypsum board nail 0.0&" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" ill 12" 13ga I S/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail 5 / OR 0.092" dia. xx 1 1/8" long with Walls Either I6" g° it., I6 Direction 114" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 11/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, Ala6.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall 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 4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651J2 26 9a. 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 0 end laps fastened with corrosion resistant tin cape and ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c,) su p�t�pg Max. 18101bs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub-F Kaycan full o vent vingl soffit installed using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval #11-0314.01 6/8" thick light textured stucco on typical concrete block construction u5 bar vert. w/ 30" overlap - at each filled cell Grade TYFICAL 12 4 1� W coil Base SEC70N PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U 45 bar cont. in each row. substitute precast lintel filled with concrete and (U tt5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 14," o.c. with R4.1 fr-Foil -insulation on typical Sill 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 F$C R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) tt5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x4" U10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 14" x 14" Concrete footing with (2) US bars cont. and tt5 transverse bars at 48' o.c. Scale : 1/2" = 1'-0" Masonry Beam 01Iru Lu - fixed door sliding door 11/2" Bottom Track DTI Sliding Door Detail At Masonry Wall NTS AREA CALCULATIONS Living A/C = 1646 sq. ft. Front Porch = 141 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 15,412A 2" VTR JAL I 1 I 21' VTR Masterr�� Jib Bath I IL v: I 2" 1 Lov. 4" 2" VTR 3C. JIL 1 I 2' 3. slier. Kit. sink I I Kitchen 2" I I I Lay. r4 3" W.C. Bath u2 shwr. 3' C.O. To septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment \ Masonry Wall al Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rou O en. h Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%8" 54V'x 63i;' Single Hung ZONE 4 2. C-2is"x 5'-3 %s" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21Y2"x 38%s" Single Hung ZONE 4 4. 4'-5%s"x 4'-2 %." 1 54%s"x 50i/4" 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 1 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 7 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" x 83 %2" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2" ;i ; ;°»°" Sliding Glass Door I ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X C-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'-a" Solid Core - Wood - 6-Panel J 2'-6" X C-8" Solid Core - Wood - 6-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 #1 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 34'-O" _ 1'-5" 5'-II" 13'-8" T-O" DO O 00 O O 00 00 00 O EGRESS Ln O 0 o SITTING ROOM B 8'-0" A.F.F. Flat Ceding 12'-8co I � O ® (V d 1 Zia ,n I MASTER o BEDROOM _v com 8'-O" to 9'-Sill A.F.F. ^ Vaulted!IRV Ceiling 8'-0" A.F.F. CD o mw Flat Ceiling R ~N G AT RgOM ° I O o D I Rod Shelf O 19' 8" 61- 4' 6'-0" =r N I I Vanity to be �, a 34 y2"high I ° I u) H.B. Ln - N I O cn I r I A F.F. to 9'-8" 2" x 6" knee -wall Vaulted Ceiling) below top O ° counter M rr I r DINING I ROOM i 6i a�6` 6 LRod Shelf _ ALINIE B NET e i W O ° Q 4 Lu O ffi Vanity to be iBAT O 34 y2" igh I ✓�° ° iv II' -o 3/4u High Wall IUlall ° 'KI' i"CHEN o I 3'_8" m m I - - - - J O Vent I throug rwall �vleng 1 0 8'-O" A.F.F. ° Flat Ceiling H. 4'-I" 0'-5" -0" 1 D O E Upper cabinets to extend over Ref. " 1 1 2" filler �\ T /- c an Ref. 3L' .9 4'_O" ff22��wiay� _ i orYtraY 3pamng O Rod t Shelf W _4"4 Steel Ballard O> 1 v Il" Provide auto #1 r Attic Access closer with light L J O A.F.F. Q Q - - - _ _ (- 22" R-II Batts Insulation R Uc - _ Flat Ceiling °�4a m� n'-6" 6,_O„ 150 Amp i�anel Meter ~Qu IN O SECOND �' © BEDROOM GRESS Y GARAGE ° O T OO e'-4" A.F.F. O Flat Ceiling in o N ° a ° EGRESS r-----------------� O Block wall in garage to be - O struck block 1 O L I I O C VER D O 12" x 12" concre a column bloc filled p ith concrete and (2) #1 bars v rt. Ued O R C I 4'-6" into II tels above :a 6' 2" I ® I o Hp I O C`! - ° ° o0 00 0o ao 4'-2" 2'-Sill 2'-Sill 9'-6" 3'-4" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at L" o.c. max From each corner and 20." o.c. max thereafter at ambs and 20" o.c. max Exterior face at head and sill per product approval OF wall ---\ / \ Buck to be I" x 4' PT �_I"x4" P.T. Buck nailed to block with case hardened nails D e t a 1 l at UJ I n d OW S prior to window attachment Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 UAAC000032 NTS WQnne Building Corp. �2' Grand Carlton Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION GARAGE f f RIGHT SITTING ROOM Exterior face Of way --\ 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 Uetall at Joor )ate Drawn Revisions 8-24-11 Drawn by: C.C.U. Checked by: D.R.B. crews thru Jamb into bi ige and 15" o.c. max at prior to door attachment NTS Sheet I Comm 9 2. 112-2c OF 5 j TRUCTLJRAL. NQTE5: 2 3 4 5 4 l Ig 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. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS Ic ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 I0/10 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. 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 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 G ATTENTION OF THE ARCHITECT. 14 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN), PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I� FOUND/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) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, d A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, SLOCKOUTS, 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.... 5. Contractor to provide filled cell With concrete and 1 95 bar vert. at 48" o.c, max. Provide (1) filled cell on each side of openings upp to 5'-II" wlde. Provide (2) filled cells on each side of Openings from 6,-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to See plans for any 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 7. Contractor to provide for soil test prior to construction and provide a copy of Sol[ test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade (0, 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 45 bar continuous 4 concrete slab with flbermesh OR 6 xb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill E No1111liiiiihd I,, 14"w x 14"d concrete monolithic 11 footing with (2) #5 bars cont. rl TYPICAL FOOTING DETAIL J SCALE 1/2" = I'—O" 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan Y atiL.. v Qom. 101, J _' (2) 45 bars cant. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'—O" 12" x 12" concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintels above Top of footer 16" below finished Verify house slab height in field O"xl6" concrete footing with (4) s each way DETAIL SCALE 1/2" = 7O" GRADE 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 flbermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2 #5 bar Vert, w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ TYPICAL rIONS 4" concrete slab with flbermesh OR Vx6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill E01-011 F.�. GARAGE II11= 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" CURB DETAIL SCALE 1/2" = 1`0" 2" x 6" PT wood secured with \ 3/8"dia. x C 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 N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry COlumn With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 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 Install double filled cells at door jamb I girder tie down Braden It Braden AIA, PA Architects - Planners 41-1 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 349% #AAC000032 a V y Er — — — — — — — — — — — — 8— — — — — — — — 8— — — — — ,E I FI I I I 4 24 Double cell here for girder installation above or J o N O I � �� i (V E E r Thicken footing to Thicken footing to I 24"w x 14"d x 24"L 24"w x 14"d x 24%- FI I under filled cell under filled cell under girder bearing. under girder bearing. I IE I °I �I I �I I IFI ID o I I I H.B. concrete slab with flbermesh OR I 6"x6" #10/10 WWM on 6 mil Visqueen over7 E clean compacted termite treated fill `Jim FII o I I IP - F —% f- N N °I IE I ° TiiRMITE TREATMENT eciui` FI .B. E I E TI 0 4' O" •I .... — — FI r W-4"0 Steel Ballard 1 ® I filled w/ Concrete #I �1 .J ICI I I w 55j °f�z1a I (Koh —IO U�q ' - =tn � I I }+ I LF o I I =L I rIJ I -SEE I EE 0 I a o" 1 E M �m\TE CA N oOu ______IFS E i i i E E =_ v0� I W F5 I OE IF4 = � EI p- ��� IE W x r F4 --_ Recess for 0 _� I�__�__®___ UEL79OE p ° — _r—� Garage Door EO EE o ° o � 1 LI �iIth concreteVand�(2) #7 barsvVert. tied into lintels above Wynne Building Corp. , 2' Grand Carlton 11 Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Size Description PI 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 30" x 30" x 16"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"111 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB i GARAGE RIGHT SITTING ROOM Date Drawn : Revisions Sheet 8-24-11 Drawn by: C.C.U. Checked by: D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Bid ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these ans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 61r Bid ring shank 45 psf Zone 2 4" 6" Bid ring shank % psf Zone 3 4" 4" Bid ring shank 84 psf ** Zone 3a 6" 6'r 1#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 #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel, \-� Provide Cast -Crete SUS-OB/OT precast lintel set in mortar_ Min. 8" Bearing - Verify with Plan Concrete'':' 12"x 12" /Lintel 17- Column Block #'I Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel 4ttachment NTS CBS WALL Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide PT Buck attached per jamb stalls into filled ci 4" Pre -cast Sill \ Filled Cell Provide #S bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. Scale: 1/2" = I'—O" PLY REAR GIRDER TRUSS Pared Ca concrete It luminum Panel res per marwfacturer See Tunica[ Stud Detail 1/8" x 3/3Y' Wing Nut m/ appropriate washer and spacing per manufacturer's Details \ -.Ot3- IIMIN ��« Nail 2" x 4" bloekinrg to vert. leg of Stud Detail truss with IOd x 1.5 Halls at 4" O.C. Poured Concrete or Stud w/ Die Cast Zinc nT8 concrete block well Nickel Plated Wing Nut yr Install Simpson MGT Into wall usingg Concrete Anshan Per g 5/8" dia. threaded rod set min. 12" Manufacturers Space into wet beam and (22) IOd nails into truss TRUSS BLOCKING,: DETAIL Flush Mounted Shutter Detail AT GRIDER STRAPPING nts AT OUTSIDE WALLS 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 Tgpe 2 Felt paper using St nails. Substrate to T 19/ T 2 F Plywood nailed at nails. o.c. In Field and edges with IOd ring shank nails into studs. Aluminum Drip Edge t Fascia Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max &Pacing 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 Flash and Counter spaced L" O.C. at all laps and two staggered rows 12" o.c. in field. Attach flash deck to trusses using attachment deter on this sheet Nail ledger to Additional Precast Lintel tt5 bare - •.�."ii' �'�• CLEAR Lintel Length Bar Length Clear Span n u A Bars n u B Bars 2'-10" 2'-8"-6" 2,43 none ia---- / �____r✓ 3'-6" 3'-4" 2'-2" 2.43 none BF8-05/IT BPS-IBAT 8FB-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none tt5 bars ILEA 3'-2" 2A3 none ti�•�•�: me Row of "H" Block Above r 5 -4" 5'-2" 4'-0" 2,43 none S'= 10" 5'-8" 4'-6" 2 #4 none Precast Lintel i •%,., Additional ........;, i 2.44 none #5 bars, 1'-6" T-O" 6 -2" 2,1;5 none BPIL-IBAT BFIL-IB/2T 8'-4" i'-10" T-O" 2,45 none Notes: ALL reinforcing steel is grade 60. 1. min. coverage of steel=l.5" 2. min. bearing required 9 ea, end=8" 3. standard for reinr. steel=ASTM A416 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above Bottom steel size Top Steel Size Max Gravity Load (PLF) Max Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" V-L" BF8-OBAT 1 #5 3069 1569 1024 L31 2'-4' 2'-8" 3'-1" 4'-O" BF8-OBAT 1 #5 25LI 131.3 11.3 L45 4'-5" V-10' 8F8-OBAT I 1 #5 1105 909 339 L50 W-O" L'-L" BF8-OBAT 1 #5 1238 835 121 LLO 6'-8" T-L" BPS-OB/IT 1 #5 loll 121 534 LBO W-O" T-4' 8F8-6/2T 1 #5 2 #5 152 591 512 11_90 T-O" 10'-V 8F8-IB/2T 1 45 2 #5 1.43 530 401 L90B T-0" 10'-6" BFI1-I13/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" era-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" BFIL-8/2T ONE 1 #5 1 2 1 #5 1366 1028 452 L120 12'-0" 13'-4' 8F8-IB/2T 1 #5 2 #5 4-11 428 324 L120B 12'-0' 13'-4" BFIL-I13/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" BFIL-I15/21f ONE 1 #5 2 #5 1250 609 259 L160 IL'-O" IT-4" or8-IS/2T I tt5 2 #5 300 192 1 194 LILOB IL'-O" IT-4" BFIL-IB/211' ONE 1 #5 2 #5 950 Soo 1 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG I&OR 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) IOd x 11/2" nails — ( 24' o.c.) suppporting Max. 18101be. upllft Aluminum Drip " Edge t Fascia 2" 2" x L" Sub-Fascl Kaycan full o vent vinyl soffit installed ueng 1/8' die shank x 15" long gaiv. roofing nails with 3/8" die. head per product approval -see chart sheet #1 12' x 12" concrete column block filled with concrete and (2) #1 bare vert. tied__� into lintel& above thicken edge to 8"x8" with concrete and 1 one 45 bar continuous \ BEYOND \ Top of footer 16" below finished floor 4 \ gable end trues with (2) IOd " ils at each web \ 1/2" think 9- attached to framing with no lea than on 3/0" hi —rib lath Dotal and vertical wood or staples to provide '4" penetration into ming and 3/4' penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss IW QO tU Brace Gable end with 2" x 4" SYP 42 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) 0 \R-30 blown fiberglass Q in bottom chord of trusses H —1/2" drywall with smooth finish LLB Two rows of beam block filled with concrete = —and (1) 45 bar cont. in each row. Substitute precast lintel Filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drgwall over 1" x furringg PI strips at 16" o.c. with R4.1 -foil —insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Simpson 1-IETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift ETA 20 P Fam . UW\1 03 1 IN 0 IN Or 5v crimp metal roof wooga. screws with self ecaling washer at (tutie 2) 30 lb 1alt--un to %aced (N oicat all In and two staa.T-=MWZ7R_V to trisses using tachment detail 1 min Milo FIII cell with concrete and ROOF FLAN (1) #5 bar vert. (typicaU. Max. spacing shall not exceed 48" unless otherwise noted Base see foundation plan notes for — OVERHANGS AT 1'—O" UNLESS OTHERWISE N spacing at openings — ROOF PITCH AT -4:12 UNLESS OTHERWISE NC 4" concrete slab with milfibermesh en — 6"xb" an coin WWM to 6 and treated over TRUSS SHOP DRAWINGS TO BE PROVIDED 1 clean compacted termite treated fill ANY CHANGES TO THIS PLAN SHALL BE S 1. ARCHITECT FOR APPROVAL IN WRITING PRI e I=IIII=IIII=IIII- — ALL TRUSS TO TRUSS CONNECTIONS BY II I i i i=��I�i i t iIIII-IIII=IIII-IIII III- I, I � I'- III�- ...,,: .....,...: =IIII 14" FI Ili ill l�Il=" 3 Tgplcdl Section at Front Forch #5 bar vert. w/ 30" overlap at each Filled cell Rear Patio/Slab to be flush with bottom of eliding door recess. Step per foundation plan Slope per foundation plan 'r I Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E—mail: bradenaiaEDcomcast.net Stuart. FL 34996 ItAAC000032 TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAW TO CONSTRUCTION FOR LAYOUT AND UPLIF — CONTRACTOR TO PROVIDE FOR FORM BOA FORM BOARD SURVEY TO TRUSS COMPANY Wynne Building Corp. Date Drawn GARAGE 8-24-1-1 2' Grand Carlton if RIGHT Drawn , SITTING c.c.u. Spanish Lakes ROOM Checked by St. Lucie County Florida D.R.B. PA I-- °A„ Poles SR Load Wire Description cmc# cmc# 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 #lo 40 gal. water HTR 5 4 Range #6 12.0 kw 50 2 � 8 20 1.8 kw 912 Pump 9 10 Dryer #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 #12 Microwave is IL Refrigerator #12 L2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il 18 Recepts #12 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw 412 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 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 3l 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 912 - 20 1 20 #12 Smoke Detectors 3l 38 General Lighting #12 20 1 20 #12 Bathroom GFI 39 40 General Lighting #12 - 20 I spare 1 41 1 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft) Small. ,Ap. hance C.ircuit(s)................... . Range _......... ............................................... Refrigerator .................................... Microwave ................................................................. Dish. Washer „ . . . . . . . . . . .. . . .......... Clothes.Washer............................................... Clothes„Dryer................................................ Water Heater Water, .Pump .................................................. .Garage Door. Opener . .. .. . I ............... ............. .............. .... ....... 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 11200 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 e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,964 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,966 Calculated Wattage Divided by Voltage = Voltage Total Amps Panel Size Required = 240 129.03 150 Amps Electrical S mbol Leend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light =49 Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector V Flood Light Q Thermostat ® Electrical Panel © Central Vac r=i Electrical Meter Smoke Detector Ceiling fan Television Jack r;; Telephone Jack ^sc A/C Disconnect 1 x 4 Florescent Light ® 2 x 4 Florescent Light Speaker Hook -Up I❑ Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verifg 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 energg calculation 12. All work shall be performed bg a licensed electrical contractor, the completed sgstem shall be fulIg operative. 13. Contractor shall pag 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 gears from the date of acceptance or certificate of occupancg, 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'4- Vent -thru--- Soffit 140 CFM 12x8x1 SITTING ROOM 165 CFM 12xl2x9 12x8x-1 B/A ra ® �r r I I M TER BE ROOM GR AT RgOM 140 CFM 12x8x1 12x12x9 B/A i 158 CFM Center Registers r a on ceiling fan 158 CFM I ---- ----- a I IOXIOxI I OxIOXI d� r - - - d12 ( ® 12e A DINING ROOM - A 12" ---- i ✓ I0 io° K 128 CFM 1 12xl2x1 y I-411 I �7t1 1 1 171 I I I 1 131 CFM I I I i 12x6x1 I L�- I SECOND I BEDROOM 12xl2x8 I 1 i l l�J = THERMOSTAT LOCATION O 11 55 SifM �� _ ____Vent_thru BAT Soffit A/C W 4"� _Steal Ballard # 1 7 I In" (�, Attic Access rr< = I with light - J Q Q I L 1� \ _ JI 1- �z: 150 Amp ' Panel Meter COVERED PORCH MECH?,V'CAL LAYOUT 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 necessarg for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical sgstem shall be completelg 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 ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 GARAGE r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I A/C disc. 150 #2/0 Aluminum feed AMP I '/a' Conduit PCB A EL M T£ AHU 2" PVC 2" rigid service FPL Bareto #4 coppt. er a 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 Braden It Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 28-1=8258 Fax : (112) 281=8283 E-mail: bradenaias'comcast.net Stuart_ FL 34996 UAAC000032 Exhaust Duct Thru Soffit Wire For Front Post Light Exhaust Thru Sc 4" Exhaust Duct Thru Wall p. GFI Install dull � under die Q not shown f clan ELECTF�:)fC,4L PL,4N SCALE: 1/4" = 1' o Post Light with �a Photo cell EU Attic ventinq Calculations FBC 2304 �U a° o °W Total Attic Space = 212.4 sq. ft. Venting Ratio 1/150 = 14.1(o sq. ft. required o� Frovlde A Continuous Vented Soffit u_ Wynne Building Corp. �2' Grand Carlton Spanish Lakes St. Lucie County Florida Date Drawn : Revisions Sheet Comr GARAGE s-24-11 f f RIGHT Drawn bg: SITTING C.C.u. -� 12- Room Checked bg: D.R.B. OF 5 =LIFE SAFETY WARNING as Thi symbol identifies Life Safety Warnings that should be read give special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ,TENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO GINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A F 1 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI Span or less A 30' to 60' Span f6o degrees Spree er Bar \\ or less _ 2 ka9 — _Approx 2/3 to_*. To ine span approx. e /2 of Span REFER TO BCSI REFER TBCSI Truss u,t be set tnls way it crane used. Truss must be set this way if crane used. sxompie, yo,e trc s moy not march. This is an example, truss may not match. Truss nest on operator sets truss this wayinsist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A .fR HAN�1—�R NCYTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE l RUSSES 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. U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see hanger/connectorTNailsbe es de tabs o chedule in engineeringenails. package. EAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL j REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers upset=l/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" TYPICAL END DETAIL 12 4.00 17 12 2.001 Sh upset=l/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A IMPORTANT NOTES: * ALL BEAMS ARE BY THE BUILDER. * LEVEL RETURNS ARE BY THE BUILDER IF DESIRED. a FABRICATION AGREEMENT' 'MUMO sCANNOTNOTARMLWMTMA011bOrrONellmaRETUIW® TRs IWd dssvlpton dtr pnprlytdam tla buaaswe a Iailsd k t.:Tmesem ela be mob In all P amatm Mh this base b dal � ;t�hlstoodessAh0*�►dttaaahit.aloam umbtb.olndh.tnasn ZNdmanabnshtliYyaRhwabsenvMUedbyfMu 8ml '• .S. IAtsia aaelon rtdleo b gaAdad by gatrod Dist b Chrrtbra Tnm elltdn Ien (10 .i� of �eetlas b M t4 C11 a Tmp 4W Q1 Mliw days h MYd non my b to Jab else. It Ie tta awe' b E. visa p doaal bl PaaR l 7 babelIe aele b fir n NEW dtntpw am., IN h �alqut Ai60wkwfnixoAdonamgadtelYbhrChambers hwa 7: Tti• b a PURCHASE OROM to Clrlaers,Tw a f,. apnld.Read a or r d Matt a reasarial pica Woks are be mods an �� i Myr�'osrcw�l aof no t derery. knacks tMy. be made at sdn&ibd dab"bt aeal of fibdmud lames. Tho udaalpad sQsaa b payChembere.Ttuas maaaMhb wfor cooscmm add sum ran Iem nods ,•V2 7i PK h !Mdp L SlpnM or hoar styotem anti dad constIo s alitaanrtt b all Iona hill P to aenslderstbn of Chambers Trim airtdtng asm,a hls naI ' its udadQal toatNbrrly graranWs payara adan due d ww wild d Yddfsdneas owed I +tintbera Trim bY.a+Y ntelerlsl srd to ttrtdrslRad'psss bpry eud dd.bleepdnan btduft ee. It dal"h Paymra tm tar tta- W be de M Ih Yb. bl to "" of ay N;xgm mtoMlitp tli gsrmrk, so tems tmiAed breadq payndri marred to hismil o a prg" sum tad too 100 wale brary rwh sca wl 18a1i1 boob Carry. Fills 1,. ra,wdloe 'r uehlu.kto a sae Rommmend�oted.rw on GATED '�1V, N13NED ' FCIR tm r •-.• _ . fYtulfiple ply trusses must be fastened together per erlglrNradng befols they an all fafiure to do so can result -in roof cdlapga Temporary erlN parmartenit brigs lg an reglded and an am fill and property and Is the reaponslbUtty of the thus erector: Study the contends of the brWn;d= pacitst included on defiwr before "itling 1rlusits. . .'Mrmnawtbantrrdbacodp�dee4lbPreuNtit�lelladarr+pe Tnueea must be set plumb and sgwre Do not set bunks or stack of plywood! Ill matergli or shy _ D&N0TSETTRU35ES usInv inn* LJ%Tvva USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC ..1000 3105 oleander Avenue Fort Pler * Florida 34982.6423 800-551-6932 Fort pierce 7n-"5-M12 Eel 77`1�86-8711 vim... n erh 772JUM4012 Shari 'ir1.268-3302 92.0/93.2 MTEK 4.2 --- —� DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 is I Wind Design Method Main Wind Force Resist Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. ° I Top Chord Live 20 Top Chord Dead 7 4.2 ° ' Bottom Chord Live 10 Non -Concurrent w I° n O Bottom Chord Dead 10 3 w ' TOTAL Load 37 7.2 Duration Factor 1.25 a Wind Speed 165mph 3 Top Chord C.B. Sheeting by builder. v Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-W Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. ' Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11319 Scale: 1 /4 = 1' 73 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed Date:02/28/12 Revised:10/07115 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON II W/ SITTINC or 62' GRAND CARLTON III W/ SITTIM PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 71 Ill 1319 -��Je c ", l 12ill