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HomeMy WebLinkAboutbuilding plans2- He Copy Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451,12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and ,with 1,25" ring _ shank nails RIGHT ELEVATION 12 4 1 SLOPE LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin cape and -g shank Halle spaced 6" o.c. at all laps and two staggered rows 12" oc. .1n eld. Attach deck to trusses using attachment detail on this sheet ------------ 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" le Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT siration Da , Design Pressure of Approved Teats I,2"3 44 FL# 11499.2 Single Hung Series 185 Mi Windows and doors x coral qq nir� pfn tat at m ron eac� corns end t o.c. theree7-ter through T �uck into ad'd filled CMU wall mat at min 2.5" edge distance m stnd adherence to the product approyal. ± 60 per A IL-0330.02 Overhead Garage Door Model m82wid/811 IL'-O" max height DAB net x ec is caneretl w sit ° iossi�vc` x l 5/f� �ti a;,r`°itmilep ;'in ��•f'e=4`nt�.�mdnns inn ar i sdye dsteiee - ac ce ericua .acre w pr"duet epprev'I rerde Inc• an Min ewru 10-9-21 + 50.0/-60.0 per B FL# 14414.1 Fiberglass Smooth Pro/ JBId-Wen Eico 1/4' din. tapcon with min 1.25" embedment at 3' max from corners end 1.5' o.c. max thereafter in head and jambe. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 MI Windows and doors a. x tens pi DensLranon 1, Max. ras wadi corner end o.t. a Cau�le row thereafter throng PT Buck into solid filled CMU wall maintaining min 2.5" edge distance in strict adherence to the product approval.IE + 48.2 PSF - Product NOA/FL NUMBER Model IIIManufacturer Attachment Method Expiration Date Desk Pressure of Approved Tests Mullions FL9 15353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4' x 2 3/4' tapeons with min 1 1/4' embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" salt tapping screws per cLp as shown in product approval. + II8.9 PSF _ Roof FL# 11461.12 5V Crimp Metal Roofing Gulf Coast Supply and manufAeturmg 2L ge. re crimp metal r ng washer hat 12 o!c. maxd�acin using (t 2) 3 with self sealing g ASTM D and with side laps efastened Iwithecorrcwon resiatantnent L Gin installedwith 25'1 ringeshank nails spaced t o.c. at all laps and two staggered rows 12' o.c. infield. Attach deck to trusses using attachnent detail an roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install uwng 2" x 2" battens at V o.c. screwed to soffit framing using 48 x 3' wood screws at each truss. Install soffit to battens using 0,12' da. x 1.5" lond rind shank nails with 3/8" dia. head. +55.0/-35.0 PSF Hurricane Panels Hit 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long ss screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and IS" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) F, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 21 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPES 12„ _ H. Finish Columns with 5/8" thick cut coral COVERED finished stucco bands PORCH O'-O" = F:niwko i Flnnr 5/8" thick x 8"w cut coral finished stucco bands 0'-0" = Finished - �e aONCEALED FASTENERS OR ATTACHMENT" ARE THE RESPONSIBILITY OF THL GOHTRAGTGR OF Rl G9RTl ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED I licSE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS EEQUiRED BY FIELD INSPECTORS THAT ,AAY BE NECESSARY IN ORDER TO v;OMPLYNKI'M ALL hPPLICAC 19 CODES. if ST. LI'Cz 'EL +TV uL Ief)'fv REVTF N • 0 FO ilti NCE RLVIET`, Y N2 V ' DATE D PLANS PE I T NIUST BE KEPT ON JO" ORNO' ST_'EOTIONM71LLE£t'k_nE. C 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"W cut block construction coral finished stucco bands REAR ELEVATION ■I■I SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c. at all laps end two staggered rows 12" o.c. m field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 2'-2^ \ 5/8" thick x 8"W cut FRONT ELEVATION coral finished stucco bands SCALE. 1/4' = 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. I/2" drywall ceiling on truce bottom cord AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE ll 2" x 4" top plate 1/2" drywall on 2" x 4" studs at IC o.c. base -board II 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nits PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Sth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: I65 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0"I8 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASO design Load Combination: ASCE 1-10 Section 2.4 OL+LL; DL+O.LWL; O.1.DL+O.6I11L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.4/-84.O psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door; +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X Bg Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3'1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _5 oaf FLOOR DEAD LOAD: 10 oaf JOB ADDRESS- = Roof Zone I Walls Zone 4 ® = Roof Zone 2 Walla Zone 5 END ZONE = Corner Zones Roof Zone 3 FLOOR FLAN TYPICAL MOTES: SCALE I/4" = I'-O" CRASH POST DETAIL AREA CALCULATIONS I. Contractor to verify ALL notes and dimensions prior to N.T.S. Livia A/C = 1720 sq. ft. 36" high by 4° diameter g roceedin With work. p g steel crash post. Floor Flange with 4 - 3/8" Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements, expansion bolts into Garage= 31� sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t So kv steel plate) = Entry 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. G" 4. No dissimilar metals to touch. , Total Under Roof= 2215 sq, ft. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2, y,% y," ALL Concrete used for vertical filled cells, cont. tie beams etc., to ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 2" VTR o 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 2,,% Attach buck to block wall with I 1. ALL wood in contact with concrete shall be pressure treated, p o 0 1/4" dia. err cant screws with min. I I/4" penetration at 12" o.c, max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. and 4" max from each corner thru i /'� Exterior face 2" x 6" PT Buck 2h VTR 9. ALL plumbing fixtures to be low flow. of wall /'I 10. Contractor to Provide Drain at water heater in accordance cries�' With the current edition of the Florida Plumbing Code, i z" 1 II. Contractor to Provide a 2'-8" wide door at one bathroom for Master I Lay. I 48 wood screws I jamb intet handicap access1b111ty requirements. 2i/i y��% at each hinge and 15" ox. max an-d'g. Detail at Door prig' to door attachment Lay. 1 12. Lowest finished floor to be set by Governing Building Department '' G" '' NTS I 2" VTR surveyor to set in field. r3�. �IL 13. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT I ON ALL JAMB, HEADER, AND I A, Door between garage and residence shall be 1-3/4"t 20 min, rated door SILL BLOCK PRIOR TO BUCK 9Nur. 3" J I Water Heater INSTALLATION Kit. sink Install windows thru buck into Kitchen 2" block with 3/I4" tap -con with penetration at G" ." max. 15. Wall and Ceiling shall have a flame —spread classification of not greater than 200 per FBC R302.9.1 from p from each corner and 20." o.e. max I 16. Wall and ceiling finishes Shall have a smoke —developed index of not greater than 450 per FBC R302.9.2 Exterior face at head and atjambs per prod ctt approvalx Lev. 11, All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies 3" materials exposed on the underside of the roof deck or on the attic walls shall comply w.C. 71= with F.B.C. R316 — see permit info box of code edition Bath tt2 18. G�tt plum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 aliwr. I"x4" P.T. Buck s" C4I6O, C1002, C104�l,C1111, CII-18, 01218, C1395, or C1396 and shall be installed nailed to wi lock with case hardened nails accordingto rile following: (FBC R�f0�.3.5) g D a t a I l at w I n d ow s prior window attachment C.O. To septic Masonry Beam I" x L" P.T. Buck Waded to �TSPLUMBf NC.rt RISER block with case hardened nails prior to door attachment — Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sizing options for Spacing of installation of drgwell into Maximum wood framing members 2" x min. thickness Nails 75crews Ceiling Perpendicular 24" T 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long /2 annular -ringed or Sd cooler nail OR 0,080" dia. xx 1 5/8" Ion with g Walls Either I6" all 16" Direction 15/64" head OR Gypsum board nail 0.086" din. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 7 12" 13ga 1 5/8' long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail e OR Walls Either 16" all 16" 0.092" dia. xx 1 1/8" long with Direction /4" head OR Gg1psum board nail 0.0915" dia. x 1/8' with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber —cement or glass mat gypsum backers in accordance With ASTM C1288, C1325, OR CII�8 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor —ceiling assemblies, roof —ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyln smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R3I6, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 )#9 x 26 a. Sv trim metal roofing attached to w in 1.5 g p g h ply ood deck using wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" I at all laps and two staggered rows 12" 0.1 in field. Attach deck to trusses using attachment detai on this sheet q Simpson HETA 20 or equal hurricane anchor at each trues 12 PRE—ENGINEERED TRUSSES with (10) IOd x I I/2" Wade f 24" o.c.) supporting Max. 4 at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) Aluminum Drip �:: "\R-30 blown fiberglass Edge t Fascia in bottom chord of trusses 1/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (U #5 bar cont. in each row. substitute Kaycan full o vent vingl soffit installed precast lintel filled with concrete and (U 45 bar cant. for bottom row using 1/8" dia shank x 15" long galv. over openings roofing nails with 3miI dia. heed per product approval - see chart sheet #I 1/2" drywall over I" x furrin Pi-fod strips at It" I with R4.1 Insulation on tgpical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction Mortar to be Type "M" Onlgg proportioned per FBC R601.1 and Mortar Jonts shall complg with FBC R601.2.1. Provide Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) US bar vert. w/ 30" overlap FIII cell with concrete and at each filled cell () 45 bar vert. Rypical). Max. appacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Cx6" 3*10/10 WWM on 6 and Visqueen over J. /clean compacted termite treated fill Grade r III ,11111 = _ _ III 'III=1= I''' —Ill l I x 14" Concrete footing 14" wi:h (2) 45 bars cost. and 45 T`' I S E C T I O N transverse bars at 48" 1 IY Scale : 1/2" Install SGD thru buck into NTS block with 3/16" tap -con with 1 1/2" penetration at 6" 1 max. from each corner and 20." 1 max thereafter at head per product approval p 0 O Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" 1 max thereafter at sill per product approval 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door ry Masonry Wall Bottom Track Tgpical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Door D t a 11 1 1/2" penetration at I max. From each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approvaiJamb r Window Schedule Mark Size Rough olperl. Window Description PRESSURE ZONE I. 4'-5%a"x V-3%8 54ks"x 63%4 ' '15" x 63 %;' 21p2"x 385a" Single Hung ZONE 4 2. 1 5'-3 %a% Single Hung ZONE 4 3, 2'-2" x V-2i2' Single Hung ZONE 4 4. 3'-1" x V-3%a" 38" x 63'/4" Single Hung ZONE 4 S. 4'-5%"x "4'-2%' 1 54%s"x 54Y," I Single Hung ZONE q ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction 14'-0" EGRESS 21'-0" lo'-6" PORCH O = ° WIRE LATH t STUCCO p MASTER CEILING - N BEDROOM o _ uUm Q ro 8'-O" A.F.F. A — Flat Ceiling 0 ~LLrn 00 00 OO O O 00 M 0 12'-8" 4" 1 o I o 6' n Vanity to be �8'-O" to IT-8" A.F.F. 'Ceiling 34 /z„high Vaulted 20'I 8" D� Rad t Shelf I � G R EIA T ROOM . H.Bin m c O I <r I (V cv o ❑ rro LOSE I rn 2' x below Ili" knee -wall counter top I ip O ___ Rod t Shel I� -1 $" /7r F\ I I ❑ Is, CABIN00 it U1 ;m DINING 0 X ) ROOM 6'-a " � +41HIGH WALL B'-O" to 9'-8" A.F.F. I Vaulted Calling m 8'-O" A.F.F. i o p Q I Flat Ceiling 1-1/2" VERHANG , O KITCHISR-------Upper cabinets to extend over Ref. ao THIRD N G 8'-0" A.F.F. ° _ Flat Ceiling LU0_x Attic H. v ,o o #I Access Provide auto I with light vI — LU closer t_— - -e _ t jl �u j it 4"4) Steel Ballard O iao See detail on this sheet I_i ; S r J J z r I50 mp q o O Dou61e Linen Dou le Pan I � Hanging D Han n 2" � GARAGE E B "H E o 1 8'-4" A.F.F. m 91, 11 Vanity to be H.B. rr Flat Ceiling 11 3 /z"big ° OL 0 o O o O r-----------------i I ® Double Hang in 8— Block wall in E en=- — I I garage to be I struck block E)O an o d c 6 CD O O ■ EE ESS C N a7 1 „ 41_9rb I r°i a v m rn m a ` I I I I 0 8" 12'-6" _ /A SECONDOD c.c.u. 2809 BEDROOM' OINV Flat Ceiling iv EGRESS r' " ❑° ❑° Qo D° " (Y � n � 3'-4" 9'-01, 3'-6" 2,_8„ 2,_$„ 2,_2„ 35'-O" I File Copy STRUCTURAL NOTF-S: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL q. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 10• DESIGN LOADS ARE AS FOLLOWS: 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ROOF ( = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI VELOCITY =PER PERMIT INFO BOX ON SHEET #I WIND VELLOCIOCI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. iI. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 I0/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BARRIER (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: MACHINE COMPACTED TO A MINIMUM OF FOOTING: 3" BUILDING CONSTRUCTION BEAMS: 1-1/2" 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14, LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 1• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2 RECESS FOR OVERHEAD DOOR 11 ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO Ul N D A T f O N F L J N 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. Verlfy all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell On each side of openings up to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-0" to q'-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 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy Of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-307 Steel, 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALI reinforcing bars. #5 bar vert. w/ 30" overlap SEE TYPICAL at each filled cell ECTIONS 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade m =I I III = 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 1-11 14" Rl TYPICAL FOOTING DETAIL _ SCALE 1/2" = 1'-0" 4" concrete slab With fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Q Steer undat on plan 10° (2) #5 bars cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Top of footer 16" below finished floor I, - Verify house slab height in field fEEE�IIIEEEE3111iE�1� W 30" rl F �I OLUMN FOOTING DETAIL i(' 30"x30"AC concrete column footing With (4) #5 bars each way E 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE m — SCALE: 1/4" = I'-O" FOOTiNG SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 1211W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 8 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F e"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x Milo Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0 #5 bar vert. w/ 30' overlap at each filled cell SEE TYPICAL 4",�SECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. 0X0 #10/10 WWM on 10 mil Visqueen over U5 bar in curb clean compacted termite treated fill \ n_n" a FF Air-, i ;OE = — __ — _- - 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. 14" 4LGARAGE CURB DETAIL SCALE 1/2" = I' -Oil 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL, Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area Is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Filled Cell Masonry Column With One 3*5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location I Single Filled Cell Column NTS Filled Cell Masonry Column With One 95 From Footing 7o Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 0 0 r n i H.B. m 100 V OD it�t �v LL 14'-0" 21'-0" 101 _C 12" x 12" concrete column block fill with concrete and (2) #1 bars ver nto lintels above r— --------- — Filled cell under L L T FI I girder above Io 0 I FI 2,4 I Rear Porch Slab to be poured separately I r _J from House Slab. v- N Thicken footing to N t I 24% x 14"d x 24"L 1 under filled cell I a) a under girde74" O0 QC -------- ---� c I Rear Patio/Slab tobe flush with bottom ofsliding door recess. Slope I" slab with fibermesh OR 6"x6" 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI I I pI IC IE o I '- I I �- I I� �I I� I FI I I I I I I O O I I J `r W.H. I I C I #I r I I F� ►u' I 4"m steel Ballard0 1 See detail detail on this sheet I I Q� l - - �- I I I 4" concrete slab with fibermesh OR 6"x6#10/10 WWM on 6 mil Viaqueen over I I _ clean compacted termite treated fill I I ° I o I o I w—b 5 I O E to 0 0 1 I N � F5 Recess for L Gare e Door --- J d) P4 I I I FI I I I I I �I I ko. FI / 1 9'-0" ale 3'-6" 2'-8" 2'-8" 2'-2" 5'-4'" 13'-10" 35'-O" - H.B. m av m 0 0 0 0 r all�� mill 41, .. - Provide Ke Area Ede Field Fastener Pressure Zone I 6" 6° 8d ring shank 45 psf Zone 2 6" Sd ring shank i6 psf Zone 3 4" 4" Bid ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf #5 barn with min. 48 bar diameters overlap Into beam. Tic filled cell steel into continuous beam black steel. Provide Cast -Crate SUB-OB/OT precast - lintel set in mortar Min. 8" Bearing Provide Verify with flan Concrete 12"x 12" /Lintel Column Block �1 -� Reber Reber 48 Bar DIa• MIn, Overlap Column to Lint&l Attachm&nt NTS #5 bar set mere -cast ROOF F T ,4 N Scale I/2" _ 1'-0" lintel Into beam where length of the opening calla for it. — O L i I— O n 1 Quids PT Buck .ached per iamb ads into filled a q" Pre -cast Sill \ vet or at un ass otherwise noted on this sheet Roof pitch at 4:12 unless otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS >'1ANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss constructi Simpson Provide tt5 bare with min. 48 bar Qiametera overlap In felled cell. Tie filled cell steel Into continuous fooier steel. l I Concrete Footing (see fooier schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS FALL Scale: I/2" = I'-C" SINGLE PLY REAR GIRDER TRUSS Ned 2" x 4" blocking to vert. leg of trues with IOd x 1.5 Hares at 4' o.c. N14 Install Slmpson MGT Into wall using 5/8" ilia. threaded r set min. 12" into wet beam and (2I) IOd nails into true TRUSS BLOCKING DETAIL AT GIRDER STRAPPiNG AT CENTER BEADING POINT 'I/8" thick light textured stucco Installed per ASTM C 924 over ASTM D type 2 paper backed were lath Walled to substrate through one layer of ASTM D Tyype 2 felt paper using 8d Hates. Substrate to be I1/32' CDX Plywood Walled at L" o.c. in field and edges with IOd nag shank Halls Into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411G51.12 24 ga. Sv crimp metal roofing attached to plywood deck using uq x 1.5" wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Additional none Precast Lintel #5 bare � Lintel Bar Clear n n A u u B Length Length Span Bars Bars r. '+y ,CLEAR 2'-0" 2'-8" 2 #3 none i t i i r r r 3'-6" 3'-4" 2'-2" 2 tt3 none 8F8-OB/IT BF8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2 #3 none bare CLEA ��: •%.„�• 4'-G" 3'-2" 2 tt3 LINTEL SCHEDULE Mark Window or DOD Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " Bottom Steel Slze Top Steil S1Z° Max Gravity Load (PLF) Meet Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-6" 81ii I tt5 3069 11 1024 L31 2'-L" 2'-8" 3'-I" 4'-0' 8F8-OB/IT I tt5 2561 13L3 'iL3 L45 4'-5" 5'-10" BF8-OB/IT I _ tt5 1105 909 339 L50 5'-O" L'-L" are-OB/IT I #5 1238 835 121 LLO L'-B" 'I'-L" 8F8-08/IT I o5 1011 121 534 L80 8'-O° 9'-4" 8F8-IB/2T I tt5 2 tt5 152 591 512 L90 9'-0" 10'-L° 81a8-IB/2T I #5 2 tt5 643 530 401 L90B 9'-O" 10'-L" BFIL-IB/2T ONE I tt5 2 tt5 1533 1183 401 1_I00 10'-0" II'-4" BF8-IB/2T I tt5 2 tt5 582 494 452 LI008 10'-0" II'-4" 81"1 ONE I #5 2 tt5 131.6 1028 452 1_I20 12'-0" 13'-4" 8F8-iB/2T I its 2 tt5 411 428 324 LI20B 12'-0" 13'-4° BFIL-I13/2T ONE i 95 2 tt5 1015 110 324 L140 14'-O" IS'-4" BFIL-IB/2T ONE I #5 2 its 1250 L09 259 LILO IL'-O" IT-4" 8F8-IB/2T I its 2 45 300 1112 194 LILOB IL'-O" I'I'-q" BFIL-IB/2T ONE I tt5 2 tt5 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. Simpson HETA 20 or equal hurricane anchor at each [rasa with (10) IOd x I I/2" Halls — ( 24" o.c.) supporting Max. IBIOIbs. uplift Aluminum Drip Edge E Fascia 12" 2" x L" Sub-Fsaci Kayean full o vent vinyl soffit Installed usingg I/8° din shank x I5" long galy. roofing nails with 3/8° ilia. heed per product approval -see chart sheet #I 12" x 12" concrete column block felled with concrete and (2) 47 barn vert. Ued'_� Into lintels above thicken edge to 8'x8" with concrete and one 45 bar continuous BEYOND Top of Tooter IG" below finished floor 4 Aluminum Drip __� Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web C crate Anchors Per N � Ma uFacturara specs N Poured Concrete or :3 X concrete block well I/4"Max. L � (Y _ O U 01 c I ry Aluminum Panel Q`o I arSimsper manufacturer41� s I/ I• �, aJ d a a v I 5ali Tµ cal Stud Detail L � i �() N N i iz: z ti I 'o T/a' x 3/32' Wing Nut w/ a Q I v apprapnate washer and spacing N O O I `a per manufacturer's Details aq) W r rw 6.w ..fE-1 � � — I �+I I 099" U N I c e L I � I d is I I :, r m I a I � I I I I I I I Stud D� Poured Concrete or etall I Stud w/ Die Cast Zinc nrs concrete block well � I Nickel Plated Wing Nut C Concrete Anchors Par 1. � Manuracturera Specs h l Flush Mounted Shutter Detail - nts Brace Gable end with 2" x 4" SYP 42 SFt back nailed to bottom of top chords using (2) IOd Walla at each [ewes PRE-ENGINEER4cD WOOD TRUS 824"o.c. TYPICAL ( shop drawings by manufacturer ) \ J' " \R-30 blown fiberglass I/2" thick stucco on 3/B" hi -rib lath In bottom chord O trusses a attached to horizontal and varietal wood � framing with Hares or staples to provide V-1/2" drywall with smooth finish no lees than I-3/4" penetration into � horizontal wood framing and 3/4' penetration Two rows of beam block filled with concrete p into vertical wood framing members HETA 20 hurricane anchor at each truss ( 2�4" o.c.) supporting Max. 1810 lbs. uplift HETA 20 L45 BIzo BI N L31 BI BI I SLOPE Gulf Coast Supply 24 ga. 5v crimp me (Lgp !apaefastened with Iet spaced G" o.c. at a I ti- x n't" I Q � I z I w O / I F- I / I I / I I / I �w ILL Strap truss to wall using Simpson MGT with 5/e' ilia. threaded rod with min 12" embedment into beam either wet set or In epoxy with (22) IOd Halls into truss. Add blocking to truss leg per detail on this sheet II rylW� II II II II II L90B /A/TED 19 L90B BI L45 - L45lent 5v Crimp Metal roofing FL 411651.12 attached to plywood neck using tt9 x 1.5" ASTM D installed with-win,4 s e aps end existent tin cape and with 1.25" ring shank nails BI two _staggered rows 12" o.c. in Field. Attach J BI L31 and (U 45 bar coat, in each row. Substitute I in precast lintel oiled with concrete and (U 45 BI BI bar coat. for bottom row over openings o _ 5/8" thick IIgg ght textured I/2" drywall over I" x furrin strips at IG" o.c. with R4.1 PI —foil y � I BI SLOPE 4 stucco on typical concrete block construction insulation on tgp Ical 8" Block walls � BI L90 Varies -see plan =i All drywallL90B to be installed per FBC R702.3.1 and shall meet all pertaining ASTM codes. "M" _ .• #5 bar vert, w/ �u Mortar to be Type only proportioned per FBC Mortar RGOI.I r+ 30" overlap and points shall coin�ly with FBC i2GOl.2.l. at each filled cell Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) HETA 20 Rear Patio/Slab to FIII cell with concrete and (I) #5 vert. (typicall. Simpson HETA 20 p be flush with bottom of Ppbar 48xPw .unlesanotheami not noexceed hurricane anchor at each truss BI sliding door recess. Wood see foundation Ian notes for i 29 O.C.) supporting Max. Base spacing at openings 1810 lbs. uplift BI Step per foundation plan 4" concrete slab with fibermesh OR I gL45 � Slope per foundation plan `r G"xL" #10/10 WWM on L mil Vlaqueen over clean compacted termite treated fill IIII-1 I I I=1 I I I=11 I I=1 I I I - I,�� ,- I-11 I I=IIII=III I =1 I I 1=1 1 11 I I I I I I I IIII=IIII r R* : -IIII,��IIIIIi,.11ll=�i��=�iTi=��i 14uii (IIIII;�II::I I� 3 T ical Sectlon at front i=orc� �p Scale I/2" = I'-O" QLL J to 0 � X (V b e m; PANEL "Ai, Dirt# Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 4 Poles BR Load Wire Description Dirt# 2 40 1.0 kw #8 A/C comp 1 3 2 30 4-5 kw #10 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 i B #10 5.0 kw 30 2 1 20 1.8 kw 412 Pump 9 10 Dr er II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1-2 kw 20 1 20 1.5 kw 412 Microwave 15 16 Refrigerator #12 1.2 kw 20 I 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts tt12 - 20 Ell 1 20 1.5 kw $12 Kitchen S.A.C. 14 20 Recepts #12 - 20 1 20 1.2 kw 412 Clothes washer 21 22 Recepts #12 - 20 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 I.4 kw 912 25 2L Recepts #12 - 20 1 1 20 1.92 kw #12 21 28 Recepts 412 - 20 1 1 i5 414 General Lighting 29 30 Recepts #12 - 20 1 - 1 i5 #14 General Lighting 31 32 Recepts #12 20 1 - 1 15 #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 IS #14 General Lighting 35 34 Bathroom GFI 412 - 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #14 15 1 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I sriare 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. ,watts sq. rt.) Small A. fiance Circuit(s)................................... Range......................................................... Micwv ......roae ........................................................... Dish Washer ................................................................. Clothes..Washer................................... ........... Water Heater ................................................................. Water Pump Garage, Door_Opener.....,.,,, 1135 2 1 3 5,205 1,500 3,000 12,000 12,000 1 1 1,200 1,200 1,500 1,500 I 1,200 1,200 I _ 1,200 1,200 5,000 5,000 1 4,500 4,500 I 1,800 1,800 I 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,946 Electric Heat or A/C 10,000 e455yo 1 10,000 10,000 Calculated Load Watt§ 30,966 voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbcl Le&nd S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed P9 Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0-- Wall Mounted Light Waterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ I Thermostat Electrical Panel Q Central Vac rc":� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack nc Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑}; Intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: 1- 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. S. AFCI receptacles are reqquired in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri erant lines that are run thru slabs must be sleeved in AVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed sgstem shall be full operative. 13, Contractor shall pay for all fees, permits, tes�ing, 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 For all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one gear 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 mag have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical sgstem 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 stall meet all standard requirements of the local electric itilitg and telephone comdanu. #2/0 Aluminum feed 1 59' Conduit � 2'PVC ( Vent thru soffif - SEE MANUAL J" and Energy Calculation For Unit info 2' rigid service FPL wire to #5 coot. re or in alab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical sgstem shall be completely and effectivelyy grounded as required bg the latest edition of the N.E-C. 20, All material shall be new and shall bear underwriters' labels where applicable. 21, All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewags 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 thru MEC�H/4VC/4L L/4YOU7 O= THERMOSTAT LOCATION SCALE: 1/-4" = I' -Oil Exhaust Duct "N Thru Scffrt.= 4" Exhaust Duct Thru Wall WP GFCI Install owlet l under disc. / not shown or D clarity UEE AiC MASTER BEDROOM \ IS CLOSE 1 GFCI I / fC7 Y I� P)ORCH l \7� IT V GREIAT � ROQM O I O� amok& / carbon Monoxk& Detector W I 1 Gi GFC� GFCi� \ GF _�% / IT �N 3'-2" FEB ►_i of UNINS �B 421 GPCIj�- - - - 2' x 54• 1 I tLe Access 1 with right l \ 4" iD Steel Ballard -/� \ See detail on this sheet 1 Pull chain \ light in attic Pc 150 Amp \ OPTIONAL PANEL Panel\ \hLOCATION \ �f 42"h GFCI \GAR,4GE � �I Garage `/Jjjj J> Door Opener r-----------------I I I I I I I I I I I I I I I I I I I I I I I I I ELEC7RfC,4L PL,4N SCALE: I/4" - I'-O" T1 Total Attic Space = 2"48-1 sq. ft. Venting Ratio I/150 = 16.88 sq. ft. required Provide A Continuous Vented Soffit I I� DINING l ROOM 159 THIRD BEDROOM -ry TV / - -�� ► / > ®s smoke / I I I Monowda Detector combs underer AFIw � T o CFM p•� \ F o \ Exhaust Duct \ - - - - - - Thru Soffit PIS I to arar SE BEDROOM / I EWire For Front Post Light WP I rFCI cw mo n. Center Post Light on 0 `ow This corner I Post Light with N 03 `m Photo cell � E> o� 1� Braden it Braden AIA, PA U1(Linne Building Corp. MODEL: Date Drawn Revisions ; Sheet Comm 4 Architects - Planners 5-9-11 411 S.E. Coconut Avenue THE R O Y A L S Drawn by: Tel : (112) 281-8258 GARAGE C,C.U- F - 1 12-I00 Fax trade 28scomca 3 E-mail: bradenala comcast. net Spanish Lakes LEFT Chucked b 9� U Stuart FL 34994 UAAC000032 St. Lucie Count Florida 0.R-B- I OF 5 1 0 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRU55ES ARE TO BE 5ET AT 2'-0: ON CENTER EXCEPT A5 NOTED I1 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. 30' Span or less & 30' to 60' Span A Sprea er Bar 0 degrees or less ag—APprox 2/3 to �,_ 1 /2 I T g Line span approx. tine /2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Truss Is an example. your muss may not match. Insist crane operator sets truss this way. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AI F=2 HAIV 11—IF=FZ 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. Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. �1 / r I%// 'Al 1.4 ONLY CORNERCORNER DETAIL .• Nails must be as shown. Guide tabs Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 r— heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT8'-1" TYPICAL END DETAIL e ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' TRUSSES cAwwBEsTAR7EeUNMn SAGRE113lBirlsOMM&Rip TM WW dasofpSm cf" ProPwtr when a» hw. wN bolnrrw lK TheuWWWWnetl aWagreea: V.T'rtasaa sent Ia mds b *M awadence wM Ci buss plaosme,k , wyoA wNdnb on wk m+!hM!b do!!h!Y-aloaadrl fsbllcWlon dttn lnmaa 3.N dnuwr mM,his Iayat1wsbeer venlCed brtsvWw%lewa -. .5. llrisis setae! hares Y Phrar!ded br cettlaef met b Ctambas Titus !rest bra PoJ such us ae r w». eyt ro U. thin sea b. aowea..m eh..aehe such wtWrf na0es N harislad Chambers Ttuss riaC here tl&ee (Jj days b whit! to begin nepaka required, orb ataebge oesctirusas, Mt f2hambas apffdn 4.ThsuhdaalpnW edmosMdgas tecwlpt d"BC Mt summepstsd byT%&W,Oh S DeareY b to job sla a b Ca btyars'rwpors b mdu !tie hb are suRable br dsavery. Chsrrhbas Tm»s has tlu ads aWhp!b b debmdrs Cs shhtsbaq.dtla Job sCe ats Tnsa MU be roapatalismsts resporaft9s for ad* d s0!s Aordtimp dMAtYoM.. bsesusa job rite Is riot ppersd for darvay btl. nd hembstspfor Aestw bdy'igaas, pure Ib tespw!eUM b CTho Traa Rx lowRllJ ooas due b ears wndRtmrhs & Nice " shown III Paragraph 7 below Is subject b limps tray surges &!%.nude M leyoul. A $50 per hour fee for feww" may be charged by Ctumbes Tnim 7. This -Is a PURCHASE ORDER b Chambers, Truss d Ca sun epees m, or r ' iUrsnnerd a reworisble prbe, bvulee we be made on delrey and Paid wlft tans d bn derrery. Ifwoloe rM. be made s i schedded dais 14 de6rsy a b yer carrot dorreri fss tartar a "Os s. The Wd •alaas b Par OhaMas.Trhss resson" shomey's pairment not thrsty m&ds. t-,rz %pa alone! S. a hhblabb'Yoryrdisrasums 's'an atheat spraar!adb dtennal harsh Ii b conefdastbn d fxumbers Ttua 011WAN aadt for Cis metetd Ca undersigned ahoehmtloruty gtawmees payment when due of am and &C kKWbftdnm owed to Chambe l Trim by.aol' enay recdWg InsbrW and the underow" agrees to pay such Irndebtedness tnaudlmg e!tmnar& fees, C d%aea h Payment for masdrd be made by me redplent. 10. In In On ettent Of SM 11111964011 OW46rifg this agreement, We Rims fu idshed tarsuaWsr or payments robrred b heath, aha Paces sgr" that the 400 ve us for any such setbn wit to tlsht►bd& Couty, !area 11. Dsslon respons&Wu are per"Naboryl tYaW W And R40MMIended Guldafres On Reipom6Ntin ForCadWoctlan thing Renal Pbte Connected MWTm ass ANSVfP!ANfCA4-2002"*'., DATED ~� SIGNED ! FOR_ 7nlE Ampfead- barmryherag" per"BCS1Vlpleraftijuyf&dimiga Akuldple ply bum" must be fastened together per englnsering befom they are sA failure to do so can reifultln roof cdlaptfe. Temporary and parmanent bracing are r pdmd and an save gfe and property and is the rasponallblUty of the buss erector. 'Studythe contents of the falbin irtlon packet Included on delivery before sottlng trusses. 71Ksees mustbesetard btalxd p9rdestJjn1u pm=tk*xyL damage Trusses knust be set plumb and square Do riot'"t bunks or stack of plywood, rooting material or any .-,other cdficentrated loads on busses, this can cause collapse. DO- NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED VIITM TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 3082-MM 800.551-5932 Fort Plerce 7n-466.2012 Fax 772-4"11 Vero Beach M-669-2012 Sdtart " Tn4s6.1302 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 gra 'ty and uplift loads and their nos a 've locations. Approved Approved By: Date: Braden & 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 7-2014 Wind Design Method Main Wind Force Resisting Material Metal Roof IRoofing Loading in PSF Roof R.D.L. Top Chord Live 20 _ owl c 1 Top Chord Dead 7 4.2 .. o I Bottom Chord Live 10 Non -Concurrent w Bottom Chord Dead 10 3 I? ' _ ` TOTAL Load 37 7_2 Duration Factor 1.25 to o Wind Speed 165mph (D tv Top Chord C.B. Sheeting by builder. ee w Bottom Chord C.B. Sheeting by builder. 5 Highest Mean Height 1211 'i ,) Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 27 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: M11324 Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By:_L A)11p1,— Date:07/19/12 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE / 11 K? M11324 G"723 '5egyl