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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal rootingFL #II651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and to" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 99��aced L" o.c. at ell leis and two staggered rows 12' o.c. in field. Attach �Y6A.—I .1�4 _.ww 41.m ak.r6 5/8" thick cut coral _ coral nnlanau awccu uanua finished stucco bands r .w ' .11-4- , "' , T i O I *I ll 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 plgwood 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 fait undarlagment Installed with min. 4 aide laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails %aced L o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 ode laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all late and two stagggered rows 12" o.c. in field. Attach dwelt to trusses umna atachment detal an this sheet M Gf V W114"+ VWY VVI GI a6uccV Vri Lif IJ14O1 L.VTIV1G6W finished stucco bands block construction REAR ELEVATION =�=VATIOIN 110 � ', : 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. SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood neck 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 undarlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach deeck to trusses using attachment detal on this shoat /8" thick x 8"w cut )ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32' COX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 4 SLOPE , 4 SLOPE T1QJB 12 12 JL 8'—I" T.O.B.H. ❑ ❑ ❑ 2 . O. u u 5/8" thick x 8"w cut ® ❑ ® ❑ ® 5/8 thick x 8 w cut ❑ ❑ coral finished stucco bands coral finished stucco bands 3 3 ®❑ MI ®.. 5/8" thick x 8"w cut coral finished stucco bands 5/8' thick light textured M M ❑ „ „- stucco on typical concrete block construction '—O" = Finished Floor — — — — — — — — — — — — — --- --_----------------------- a0e4fiA.FF.F 75=-thick Ilchttextured ICk Cu omis ad loot ..,_.Finish Columns with stucco on typical concrete 5/8" thick t coral block construction finished stucco bands LEFT ELEVATION F R 0 N .E: v ATi0N SCALE: 1/4' - 1'-0" SCALE: 1/4' - 11 2" x 4" top plate I ' I/2" drgwall ceiling on truss bottom cord I/211 drywall on " x 4" studs at 14" o.c. base—board11 11 ,, 2" x 4" P.T. bottom plate interior \ 4" concrete slab with fibermesh OR VxL" #10/10 WWM on L mil Vlsqueen over clean compacted termite treated fill Non -Bearing Partition nts Braden t Braden AiA. PAS W_�rine Architects — Planners 411 S.E. Coconut Avenue The Al Tel (112) 281-8258 _ ` Fax : (112) 281-8283 Spanish E-mail: bradenaiaecomcast.net St. Lucl Stuart FL 3499L #AAC000032 ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Bmldin Design is: Enclosed Risk Categorgy:� II Wind Velocity: 165 mph ultimate Mean Root Height: Root Pitch. 4;12 Internal Pressure icient: tQ.l@_ Subjectability to damage from: Weathering: Negligible Termitek Veru Heavu Width d Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.6 - O.12L Adjustment factor for Exposure Haight: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL; O.LDL+O.IWL Components I Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-332.L pal Roof Lone: 2. +20.L/-57.0 pot Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4• Components t Cladding Wind Pressure (NET) II a one: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? es Continuous Load Path Provided? 1� Are Components an Cladding De a Provided? Yes Minimum Sal Beanna Presaure.2500 bo. Presumptive: X Bu Test: ON ROOF LIVE LOAD: -7— pat ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD:.!- pal FLOOR DEAD LOAD:_9_ psf JOB ADDRESS: Roof Zone I Walls Zone 4 Fn Red Zone 2 walla Zone 5 END ZONE RCorner Zones ad Zone 3 rFLOOR PLAN 1.*� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. 1. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have s1a (3/8't 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. L" 4. No dissimilar metals to touch. 2h^ 2'%" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o �" %2" 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 m °3ia" ° 2y;' 6. Orywall at ceilings shall be leveled and attached to bottom chord f I== 102 5 � 2' o trusses with R screws per C 3. 1. ALL wood in contact with concrete shall be pressure treated. ° o 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements." 2 �„ 2h• 12. Lowest finished floor to be set bg 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 WH• = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All ex osed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam I' x L' P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attaches with F.B.C. R31L - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C475, C514, C630, C931 C940, C1002, C1041,CII11, C1118, C12i8, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Or wall Thiekneas Location Orientation Framing Member Max. spacing fasteners Nail stung options for drywall Spacing installation of into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24"1' " ' 12' 13ga 1 3/8' long with 19/1.4" head 0.098' diameter x 1 I/4' Iong „ %2 annular -ringed or 5d coder nail OR 0.080" dia. x 1 5/8" long with Walls Either 1L^ 8. 1L^ Direction 15/64' head OR Ggpsum board nail 0.080 dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24' 1" 12" 13ga 1 5/8" long with 19/1.4" head 0.099' diameter x 1 3/8' Ion g annular -ringed or Ld coder nail a OR 0.092" dia. x 1 1/8" long with Walls Either 8 Direction I/4' head OR Gypeum board nail 0.0915' dta. x I 1/8" with 19/44' head. Install SGD thru buck into O 0 block with 3/I1." tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product a_pprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR CII-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with gSTM E 84. Insulation shall comply with P.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofng FL #11451.12 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 ode laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails dpe s aced L' o.c. at all laps and two staggered rows 12' o.c. in field. Attach ck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane nchor at each truss 12 with (10) I'Od x I I/2' nails l 24" wp ling Max �- TRUSSES 4 18lolb101ba uplift at at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip .--�"� R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2' drymaA with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute Kayean hill o vent vaml saffnt installed precast lintel filled with concrete and (U #5 wp I/8' die ahank x Ts' long galv. bar cont. for bottom row over openings roorung nails with 3/8' Am. head par product approval - we chart sheet sl 1/2" dr wall over I" x furring strrpa o't IV o.c. with R4.1 fi-foil Insulation on typical 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 ao Mortar to be Type "M" only proportioned per PBC RLO1.I Mortar and Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and at each Pilled cell (D #5 bar vert. (typical). Max. sppacing shall not exceed Wood 48" unless otherwise noted Bane see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Oxk' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade -III i iil�l III " .:.• IIII IIII IIII=I- -IIII III III - 14' x 14" Concrete tooting 1 with (2) #5 bars Cont. and #5 TYPICAL SECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0' Head fixed door sliding door AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2' vTR I I I 2h vTR Master l�� Bath I I I ILsrv. I 2• I Lev. i 4' I 2' VTR I I I � . 3' % I Kit. Snit I I Kitchen r I I I Nclo. Bath To Septic PLUMBING RISER I" x L' P.T. Buck nailed to block with case hardened nails � prior to door attachment n Masonry Wall L- al r2", n Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with etaII 1 1/2" penetration at L" o.c. max. Sliding Door D from each corner and 20." o.c. max thereafter at Jambs per product approval�amb At Masonry Wall NTS Window Schedule Mark Size Rough Olen. Window Description PRESSURE ZONE I. 4'-5%a"x 5'-3%" 64!a"X 63i4' Single Hung ZONE 4 2, V-2 %a"x V-3 is" 15' x L3 i4' Single Harig ZONE 4 3. '-2e x '-2 1/2" 1 21 iz"x 38 ia" Single Hung ZONE 4 4. 4'-5%"x 4'-2 'A" I 54ia"x 54V' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0e Ice' x 84" Overhead Garage Door ZONE 4 8 3'-0e X C-en 41'/4'x 83)4" Fiberglass Panel - I ZONE 4 C V-0' X L'-8' 14" x 81 i," Shdmg Glass Door ZONE 4 D 2'-O' X 6'-8' Sohd Core - Wood - L-Panel -Bt-Fold Finished 24' x 81 %" E 2'-L' X L'-se Schd Core - Wood - L-Patel F 6'-O" X it Solid Coro -Wood - L-PertQl - Br -Fold G 2'-8' x V-8' x 1)4' Solid Core Wood, Steel, or Masonite Door H X-ee X V-8' Schd Cow - Wood - L-Peel J 2'-L" X V-8" Solid Core - Wood - L-Penal - St -Fold K X-8" X V-8' Schd Core - Wood - L-Patel - St -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 #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 14'-0" EGRESS N MASTER U= BEDROOM m� V-O" A.F.F. SO Flat Ceiling ILL Rod t'Shelf 0) vanity to I e V I is 4 y2„h,g o- I a CLO E I� J B rr � I SC -v 12" OPTIONAL PATIO/SLAB KITCH4 _ --- ■ � e I © II i Flat Ceiling O . • • ni_■1•I �- - caiinets - 12" x 12" Concrete column / block Pilled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 8'-0" tol9'-8" A.F.F. IRV Vaults Ceding GR AT ROOM I 19'-8" I v- I I N x L' knee -wall �O" to 9'-8" A.F.F_ 9'-8" A.F.F. mu counter top I Vaulted Ceding J/ I DIKING ROOM I Vanity to be 34 Y,"high High wall 3'-8" I` p I ^ °D it i-erhang o f #1 } 4 Steel Ballard See data aA �ss_ahsgL I 22' x W IT, Provide auto I Attic closer W_ J I I v �o- f > M 3 O I ° 22" - y Meter 150 Panelin Amp m e GARAGE E ERGEN REs Y in N O 4" A.F.F. Flat Ceding ° O MTIC r O or----------------- i Q I Block wall rn J garspe to be I struck block I o , , i i I a I I I 6" 1 I 3'-5" 9'-O- 15'-10" Install windows thru buck into block with 3/I0 tap -con with 1 1/2" penetration at L' oc. max. from each corner and 20." o.c. max thereafter at ambs and 20' oc. max. Exterior face at head and ill per product approval of wall ---\ \ Back to be 1' x 4' PT O„4„ 14 8J_1„ i I E BATH u Rod I shelf C 8'-O" A.F.F. Flat Ceding SECOND m BEDROOM X; 0 EGRESS N 11 in cn Ln N " OJI I in110111.] 'p O COVERED 12' x 12" concrete dumn block filled FOORCIA with con rate and (2) 1 bars vert. tiep into lintels bone 3'�2'-8" 2'-8" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4' max from each corner thru Exterior face 2" x L" PT Buck or wall - \ / \ r r� 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru iamb into buck Pock with case hardened Wade ON ALL JAMB. HEADER, AND at each hinge and 15' oc. max and Detail a t Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D stall a t Door prior to door attachment INSTALLATION NT5 NTs Braden t Braden AIAe PA Date Drawn Revisions : Sheet Architects - Planners Winne Building Corp, 9-4-19 411 S.E. Coconut Avenue GARAGE Drawn by: REVIEWED FOR Tel : (112) 281-8258 The Grand Carlton LEFT CODE COMPLIANCE 2 Fax : (112) 281-8283 C.C.Ia' ST. LUCIE COUNTY E-mail: bradenaiaacomcast.net Spanish Lakes Checked by: Stuart FL 34996 #AAC000032 St' Lucie County Florida p_R g BOCC OF 5 Comm 8 12-2� B r �p I MUL. I Ul11:�/__�L_ INc./ I =J' I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB —SOIL, MUCK OR NON —UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, PSI OR L4 00 CELLS, GROUT BEAMS AT 28LDAYS MIN. 3000 PSI 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 IOAO WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A — 30-1 STEEL. il. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATiON FLAN I An than es to plans must be submitted to the architect SCALE: 1/4" = 1'-0" - � 9 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 I #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upto, 5'-11" Wide. Provide (2) filled cells on each side of openings from 6'-0" 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) (a. 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 f I t t t a hltect for review rior to construction a copy o soi es o rc p 8. ALL Reinforcing steel shall be grade 40, meeting ASTM A-l( 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. I <r #5 bar Vert. w/ Thicken edge to 8"x8" 30" overlap1�1�_EE TYPICAL with concrete and " 4" concrete slab with fibermesh OR at each filled cell ECTiONS one #5 bar continuous 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 6'XV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill m —_ Grade I —III i- I I I =11I I III I I I I_ i4'd concrete monolithic PORCH SLAB EDGE DETAIL Footing with (2) #5 bars cant. SCALE 1/2" = 1'-O" 14"' TYPICA NG DETAIL 4" concrete slab with fibermesh OR 401x4" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. step per o' foundation plan Y. 10" (2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN Cr-AI = 1/7" = I'—/l" 12' x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintel* above Verify house slab height in field Top of factor V below finished floor 30 rl COLUMN FOOTING DETAIL = I, —On #5 bar vert. w/ 30" overlap at each filled call EE TYPICAL ECTIONS Adjust curb height based on gar. floor 4' concrete stab with fibermesh OR slope. 6"x o #10/10an WWMted on 10 mil Visqueen fill over #5 bar in curb n,_n„ e F F ot'�\ aD E , — •. 14"w x Mud concrete monolithic ' 111 IIIi' footing with (2) #5 bars cost. 14"' GARAGE CURB DETAIL 2" x V PT wood secured with a 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 NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O -§ a" GA Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue MB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalaecomeast.net I 14'-01, _I_: 20'-0" �I 10'-0" PATIO/SLAB r -, T QI O Filled cell under FI girder above °I I I I I 24" Rear Patio/Slab O r J to be poured separate LU ®I from the house slab. CL n I o I I to I Thicken footing to I 24'w x 14"d x 24"L I FI under Pilled cell under girder bearing. ° _ _ O O ° O L — — — — — — I — — m I Rear Patio/Slab to I ° U be flush with bottom of u I sliding door recess I , _ Slope 1/2" °I I 14- I r- 1 I F- °I II° I QI I H.B. I I 4" concrete slab with fiber esh OR I ° 4"x4" 1110/10 WWM on 6 mill V squeen over \s, clean compacted termite tr ated fill I� I °I I ° I I I ° I ° H.B I O n I ko1 I ° r-6---� -----w.H I ®I A#iC I 4'Steel Ballard I I filled w/ Concrete 0 ° IF5 �o� I IFQIa�I I ° °r I EmW I I I E! �v E a Fl I Io° ° al I O � �3a ° Q I ry U a _ I 0 I r,�p,` O-T-T-T-T-T-T- '_ O I I I I I I o O o W I OLU 1� I O I :o I ® Recess for _ — — — r to 6tif L _ ° ° Garage )_oor ° ° ° --- °"---------3'-5"q'-O°3'-5" b'-2" II'-C.L 12" x 12" concrete column block with concrete qnd (2) #1 bars 'Fort into lintels above Wcunne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida FOOTING SCHEDULE Mark Sae De tun I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x 100 COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14"111 With x 14"10 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions 9-4-19 GARAGE Drawn bg: REifIEWED FOR LEFT C.C.U. CODE COMPLIANCE Checked bg: ST. LUCIE COUNTY D.R.B. RnCC Sheet Comm # 31 12-2� B OF 5 ROOF SHEETING ATTACHME NT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Pl wood 4. Use nails or screws bas d on ress re for rool' stated in permit info box on these pans fpor zone 3 Ke Area Ede Field FastenerFrMe%iire Zone I 6H4" ad ring shank 45 psf Zone 2 4 " 4" Sd ring shank 16 ear Zone 3 „ 8d ring shank 84 psf ** Zone 3a 1 4" 1 4" 48 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for r of stated in permit info box on these plgns for zone Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel. X-� Provide Cast -Crete SUB-OB/OT precas lintel set in mortar, Min. 8" Bearing Provide 35 bar set in pre -cast lintel into beam where length of the opening calls for it. 4 PT Buck ad per jamb into filled co 4" Pre -coat Sol � Filled Call Provide #6 bars with min. 48 bar diameters overlap in filled can. Tie filled cell steal into continuous tooter steel. i Concrete Footing ,1. L lees looter schedule exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS rt, Nail 2' x 4' bhx. 0 to vert. leg or truss with IOd x 1.5 nails at 4' oc. Verifg with Planfiats!! Simpson MGT into and!Concrete "x 12' N 5/8' ilia threaded set ism.Lintel r-� n Block into cot brae and ( IOd raihti into true I 'A l Rebar Rebar 1.48 Bar Dia. !,.'i. Mm.Overlap TRUSS BLOCKING DETAIL Column to L l n te l A t t a c h me n t AT GIRDER STRAPPING ,4T CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed unre lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32' CDX Flgwood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 Pelt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all late and two staggered rows 12 o.c. in field. Attach deck to trusses using atachment dotal on this sheet LINTEL SCHEDULE Mark or toxow• WUnjt Width Lintelaat-Greta See Specification •� or qyv !Bottom steel sine Top stosl Sias Maw LO osd (PLF) USK L: (PLF) max Load a (PLF) L22 2'-2' V-P 00-08/IT I s5 30L1 11541 1024 L31 s; 3'-r 41-W sP6-01SAT 1 $5 2641 IN3 163 L45 4'-6' 5'-)O" 11111"9-OD/1T 1 86 n06 104 331 L60 6'-0' L'-L" spa-OD/IT 1 $6 1238 as 121 LLO L'-8' 11-C sFs-OB/IT I s5 Ion 121 934 180 81-0" V-4' 6111s-16/2T 1 (5 2 #6 162 1 511 512 1.10 1'-O' 10'-L" BFs-I5/2T 1 85 2 86 643 530 401 L1OB 1'-O" IO'-L" BFIL-I5/2T ONE 1 85 2 85 533 n83 401 LI00 101-W W-4' sFs-I5/2T 1 *9 2 s5 582 114 452 LIOOD 101-0' W-4' OPIL-I8/2T ONE I as 2 as 13LL 1028 452 L120 12'-0' W-4' 01118-I15/2"r 1 #6 2 86 4 n 426 324 L1205 121-0' IV-4' AIL-lis/2T ONE 1 *6 2 a6 1016 110 324 L140 IY-0' E,y'-4' OFIL-1$/2T ONE 1 85 2 86 1260 L01 1 25 LILO IL'-O' 111-4' 91119-15/2T 1 #6 2 s6 SOO m2 144 LILOB IL'-O' IT-4' I sFli-10/2T ONE 1 86 2 86 150 500 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION. AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor a each true with (10) IOd x 1 1/2' role - 1 24' o.c.) cuppporting Max. 110lbs. uplift Aluminum Drip Edge t fascia 12" 2" x L' Kaycan full o vent vinpl *Wit installed wing 1/8' dia shank x 5' long golv. roofing nails nth 3/8' dia. head par product approval -see client sheet 81 12" x 12" concrete column block Idled with concrete and (2) #1 bare vert. tie into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous , BEYOND Top or Tooter — IL' below finished floor 12 4 1/2' Aluminum Drip Edge t Fascia Flesh and Counter Plash Nail ledger to gable and truss with (2) IOd ^eIs,,_ at each web "�� 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each Pilled cell Rear Patio/Slab to be flush with bottom or sliding door recess. ss E 9sStop per foundation plan Slope per foundation plan_�_� � I —III' III I I%--ilil��� Tublcal Strad, truss to wall using Simpson MOT with Simpson HETA 20 5/8 die. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss lea either wet set or in epoxg with nails into truss. Add blocking to ber detail on this Aeat ( 24" o.c.) ETA 20 1810 supporting Max. pp 9 lbs. uplift iv L10 LLO L10 BI BI BI 0 n Ul BI 00 BI MINI tV N LLO ZZ Q W W 12NZ_ = XZ I ZA BI LZ /Z I �u 12" Y// n BI v-6 X2 o LOP 4 I � � BI .. (YUu I W ) C"I�� i. E I ZZ �-'° jCL a L31 BI I =t Lu U11 L46 r to uiiii e,% Z ZZ _yZ to 00 N - (n aai oo - - E_ o A of tV �" F.-— — — _•- — - - -� — Q N Q 1111 Q� Gulf Coast ui3t)u nd MFG 5v Crimp Metal roofing FL #IIL51.12 W PIN s I- O wo screws with a IP sealing washer at 12" o.c. max spacing over ASTM D W QL it 2) 30 lb fel underlagment installed with min. 4 side laps and L" and w Ia s of with orrosion resistant tin Cape and with 1.25" ringshank nail E9 X eek to trusses uai g attachment dots, on this sheet U O A C N Lo- go E# I- icl_ W AM " — U12— i.� I Nth I I o 10 . Brace Gable and 4 SLOPE - - - a co c ° OD with a x 4" 8YP bottom Brace Gable end I I p ed I BI N v N Olt back nailed to bottom with 2" x 4" SYP #2 min. oft chords wen (2) lOd 8'-Off MAX. T ) IN I 1 nails at each truss eft back Waded to bottom O 2) R E I 1 of top chords using (2) IOd :3 nails at each truss 1 Z I IC B - f- J j 12' L31 BI I 1 1BI1 PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer) I I 1 I I 1 1 1 1 B1 ® L46 BI B1 R-30 blown fiberglass o in bottom chord or trusses p Q 111 B1 ': imps HET LSOe W I/2" drywall with smooth finish uo o Q B1 rrica a ar hor t e truss Two rows of beam block Pilled with concrete end (1) #5 bar cont. in each row. Substitute u to ( 2 o.0 sup ortr x. precast lintel Pilled with concrete and (1) #5 B1 BI 1}8�1 lbs. uplif bar cost. for bottom row over openings v B1 N 1108 LLO Llab I/2" dr wall over I" x furring strips at IL" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drgwall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ETA 20 W Mortar to be Tgpe M onlqg proportioned,,,per FBC R101.1 and Mortar joints shall comply with FBC 1CLO1.2.1. Provide Dur-O-Rock at all wet areas (ax. showers, tubs etc...) Fill cell with concrete and ^ O F � L %� I (I) #5 bar vent. (typicaD. `/ f-'� I � in 48" unless otherrwexceed otherwise noted Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET J $ate spacing atopenings4" concre te slab with fibermeah OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET VxV #10/10 wWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. =I-� —ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Section at front Porch CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Ciealo . 1/0" = r'—n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1-2-19 PANEL "A" Palm I DRI Lard I wee 0somption awes aril Deociption Wre Lad I BR PaM 1 10 1.2 kr sl2 Rdrigeretar I ii 12.0 ka 50 2 1 20 1.2 km 012 Ckrtllse Weaker 3 1 120. 1 1.5 km 1 012 Kitchen G.A.C. i i D s10 6.0 ka 80 2 1 20 us ke 812 Kitchen S.A.C. e 1 20 sl2 Bathroom Reaepts 4 10 Air Vo 6.0 km 30 2 1 20 1.2 ko 812 Dmhim"ar II 12 1 20 12 km s12 "mrssiv� H Air N 810 6.0 Ice 30 2 I I6 sl4 GsirrY Llgh4ng 16 li I si aN Generd Lighting 11 19 WH 810 25 2 1 15 m4 Camierol Lighting M 20 ROk I 16 #14 Genenl UOAM 21 22 000 s12 20 1 I 16 s14 General Lighting 23 24 ape awe 26 2L aprre awe 21 2e !pare !pee 21 $D spare PANEL "A" LOAD CALCULATION SHEET Load Description QL . I Watts Total(Watts) General Lighting (3, watts ag; lt;)........ R4Da?.......... ..........:..............:. ............... .Refflperptor............................:.............:....... Microway.!.............:...,:.................................. .DIih,Washer .................................................: Cl4b,tf.WAdh4f .................:........ ..................... G!ahe� Dr 9er...................... • ......................... Water Heater.......................... .... .................... Garage .....-_... ..... 1135 3 5.205 2 1,500 3,000 1 12 00 12,000 1 4200 1,200 I 1.500 I 00 I 1200 1200 1 1,200 4200 1 5,000 5,000.. 1 4.500 4.500 1 810 BIO Total Watts 35A15 First 10000 Watts $100% I 110,000 10,000 Remainder 2SAI5 e40% 1 0 10.246 Electric Heat or A/C 10.000 60% 1 10,000 10.000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided by Voltage - Total Amps 126.02 Panel Size Required 150 Am s Electrical mbol Legend $ Single Pile Satoh ® Recessed Can Light S,p Double Pile Switch ® a-m Eyeball Recessed Pe Push Button Botch SS Exhaust Fan Dublox Outlet �} Ceiling Moulted Light —0 Special Receptacle ♦ wan Moulted Light ® waterpirpor ground fault eireut F i Floor Duplex outlet O Light with Pull Chan (attic) Computer Connection Jack ® Carbon Monmde Detector 4t? Flood Light T Thermostat ® Electrical Panel ® Central Vac � Electrical Meter �}6 Smoke Detector 1 Television Jack F Coding fan ® ® Telephone Jack o sc A/C Disconnect ® ® I x 4 Florescent Light 2 x 4 Florescent Light ® s Speaker Hods —Up _ = JUNCTION BOX TO SUPPORT A PAN = THERMOSTAT LOCATION B/A = BALANCED AIR Soffllt a,. AiC - FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd -------- 2' PVC Schedule 2" PVC Schedule 40 conduit ISO 40 conduit sleeve 60 MP MCB Into attic MCB PANEL AHU PANEL AHU 200a rated meter can 200a rated meter can METER METER Interagatem bonding Interagatem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" ngid service FPL 2" n id service FPL OPTIONAL PATIO/SLAB Ica CFM IOAO)d MASTER BEDROOM 163 CFM IOxlOx4 . —.ff 1` % ---- ------ 1 B/A -- —� "1 CLOSE A T H / \ o _ I " Meter 150 Amp Panel --------------------- f 2 Attic Access Nth light GARAGE r----------------- 1 I I I I I 1 I I I I i I 1 1 I 1 I I I I I I I I PATIO/SLAB I I GR IAT RO)M I I Center Registers 149 CI M cn ceding fan 1641 C �M 12'r 14° I lc 2o�rso � p I I Q DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust 1.1 Duct Thru Wall H.B. wP GFi FU - )lent tiiPU Install owlet R .70d T It under disc_' or �N AT H not shown or _ clarity A/C 232 CFM 12xAx1 SECOND BEDROOM I' j� j 123d2x8 L B/A COVERED PORCH �I ground gad; ,•�•�••�� _... ground rods 3 MHANICAL LAYOUT I ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER; I — Contractor shall use AL—CU Landing lugs. HTs — Contractor shall use AL—CU Landing lugs. NTG -- - - Contractor shall torque lugs I.A.W. — Contractor shall torque lugs I.A.W. SCALE: 1/4" 1' — 0 " f daUona which f 2 Attic Access Nth light GARAGE r----------------- 1 I I I I I 1 I I I I i I 1 1 I 1 I I I I I I I I PATIO/SLAB I I GR IAT RO)M I I Center Registers 149 CI M cn ceding fan 1641 C �M 12'r 14° I lc 2o�rso � p I I Q DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust 1.1 Duct Thru Wall H.B. wP GFi FU - )lent tiiPU Install owlet R .70d T It under disc_' or �N AT H not shown or _ clarity A/C 232 CFM 12xAx1 SECOND BEDROOM I' j� j 123d2x8 L B/A COVERED PORCH �I ground gad; ,•�•�••�� _... ground rods 3 MHANICAL LAYOUT I ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER; I — Contractor shall use AL—CU Landing lugs. HTs — Contractor shall use AL—CU Landing lugs. NTG -- - - Contractor shall torque lugs I.A.W. — Contractor shall torque lugs I.A.W. SCALE: 1/4" 1' — 0 " f daUona which manufacturers recommendations which shall be verified prior to construction many acturers reconmen shall be verified prior to construction — Verify AIC/KIC Rating prior to ordering equipment — Verify AIC/(CIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy. or one suit the job conditions. S. Contractor to verify location of electrical year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. service and provider. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any o• as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 22• All raceways and in or through any concrete L. Recessed cans to be Installed per NFPA requirements. IL. It is not the intent of these plans to show everg minor detail pipes placed slab shall be spaced a minimum of three diameters of the 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install largest conduit or pipe from any other service. ALL rooms. all items for a complete electrical system and provide all S. A/C Return Air Balance Must complyy w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 23 All exposed wire below 9'—I" shall be installed In metal EMT 9. AiC R fri t lines that are run Lhru slabs moat be proper working order. acavedein '�G li. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per BI'adPrlri II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FByC RMI502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all Tees. permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19- All material shall be new and shall bear underwriters E against the public liability and property damage for the labels where applicable. / Stuart_ i �� w AiA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 -mail: bradenaiascomcast.net Meter 16" MASTER BEDROOM writ �>/ GF f 41° GFCI I — F— — � f A tic xAccess i Nth light J `y L 150 Amy optional \ Panel Pull chain pariel location \ light in attic 42" 4FC1 GARAGE II Garage Door Opener r-----------------i I I 1 1 1 I I I I I I I I I I 1 I I I 1 I I I I ELECTRICAL PLAN CLO OPTIONAL PATIO/SLAB i /'Covered Porc `, WP GFCI 1 \ \ I \ 1 e I �S I V ome I Smoke /Carbon G R AT Monoxide Detector R O M Combo ® S I c I I I I I� I II I iI —�II i iIIIII It DINING ROOM �G� I � 10, Ali KITCHEN -- 91 /24" I 3'�-3`— "I C.M. Detecoc onlyy per FBC R314.3 I � I U' �eO ICente L y �`\SECO>TO B,-DROOM 7 i �♦ / PS WP \ � � COVERricr I®I " PlaRCH SCALE: 1/4" Pat Photo Coll I Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I�f.l� sq, ft. required Provide A Continuous Vented Sof f it Wynne Building Corp. The Grand Carl Spanish Lakes St. Lucie Countg Florida O I Date Drawn : Revisions 9-4-19 GARAGE Drawn by: REVIEWED FOR LEFT CODE COMPLIANCE C.C.U. Checked by ST. LUCIE COUNTY D.R.B. SOCC H.B. Exhaust Duct —Thru Soffit le For Front Post Light Lamm # Sheet e' s ' 5PAGING NOTE ALL TRUSSES ARE TO BE SET - AT 2' O; ON GENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A& DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span A 6o degrees Spreader Bar or less _ rag , 2 Approx 2/3 to--, fad Line an/ PpLine ~-1/2 of Span: REFER TO BCSI REFER TO BCSI Truss must be set tnls .way it crane used. Truss must be set. this way if crone used.. Truss is an example, your truss may not matt". This is an example, truss may not match. Insist crane operator setstruss this way. Insist crane operator sets truss this way.. sA AIR H-Onb.NIll LllIR NOTIF= 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. ,r. 4 U REPRESENTS A 1tANGER y 4 �• j Carrying Girder For Truss to Truss rNalis Connections see hanger/connector be as de tabs o schedule in engineering e nails. package. Carried Truss Il SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 6-1" ABOVE FINISHED FLOOR t 12 4.00 — Lon Cl) upset=1/4" heel=315/16" 1 PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 6-1" TYPICAL END DETAIL 12 4.00 r— io $1, 2.00 2 co i upset=1/4" heel=315116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT Il END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAIR OF 17'- 23'IN L:-:NGTF Do not stand on trusses until they are braced per BCS1 & properly nailed to strCaps & hangers 34' 1q, 20' GARAGE LEFT 20' 34' 14' J2 J2 J4 J4. JB GRS JB As AB A7 i A8 I I I A5 I l A5 i n5 I I A5 i A5 _ � I /77 2112 �\ INT. IT-7 1/2" AS A5 I __ _-- _____—_�__�____ A All A l �o W3" � A apt A m o > G_ A m WO1Z A >30 A A ORA J6 JB - 0 J4 CO I J4 J2 J2 a m m m m ao m m m m. m m m o a 9'-6" FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement. diagram layout; which Is the sole authority for determining -successful fabrication of the trusses. 2.AII dimensions In this layout have been verified by the undersigned. .3, Unless written notice Is provided by corbfled mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharyea will be allowed. in the event such written notice is furnished Chambers Trues $hall have three (3) bull days in which to begin repalm required, or to substitute othec trusses, at Chambers option. 4. The undersigned acknowledges receipt of "SCSI 1-03" summary sheet by TPI 8 WTCA. S. Delivery Is to lob site. It is the buyees'restaonslbllity to make the lob she suitable for delivery. Chambere Trusell the sole authority to determine the suitability of the Job site of a portion of the Job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional deliver! expenses B Chambom Truss has to redeliver because Job she Is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyar Is responsible to Chambers Truss for towing costs due to she conditions. 8. Prise as shown in paragraph 7 below Is subject to change If any changes are,made In f -A i b ch d b Chambers Truss this. layout A S50 per hour fee or s one may a arge y 17. This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or It net 'agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on donvery. Invoice may be made at scheduled date of delivery If buyer cannot accept delivery of fabdceted busses. The undersigned agrees to pay Chambers,Truss reasonable shomeya (ea for collections In event of payment not timely made. 1-112 %, per month servjoe charge will be added for all sums not paid within terms. S. Signature or Inhale anywhere on this sheet constitutes agreement to all tonne herein. 9: In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity, receiving materiel and the undersigned agrees to pay such Indebtedness Incuding attorneys fees, If default In payment for material be made by the moll ' 10. In the event of any lltigat(on concerning this agreement, the hems furnished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint luole County, Florida. 11. Design responsibilities are per "National Standard And Rat-ommended Guidelines On Rasponsiblihes For Construction Using Metal Plate Connected Wood Trusses ANSUTPWVTCA 4 - 2002 DATED V q bwmaybelegt#redper"Seal1- topreverltkiwi&damage. Multiple ply trusses must be fastened together per englneering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses must be set and braced per design to prevent tnIUy`&damage, Trusses must be set plumb and square Do noteet bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercer Florida 34982-6423 800-551-5932`� Fort Pierce 772"465-2012 Fax 771-465-8711 Vero Beach in"WR 6114 l:Vor Archit 5 art 'T72-2863302 ' • -� glfdfi SileCvaa„ ca c j W'Elis�sirtative"s 9 pproval is NOT a "double check" of the contriactp , The contractor all remain respon ipIfe for checking field lar easurefnents it other construction crill Archit -cis approval covers gene�ai roof shaFje,i .review of it"s strappingy and loadir}g'on structure from gravity and and uplift loatl'� I their r/er/tec�t(ve iocat on " Approlvn,d 92.0/93.2 MITEK 4.2 'id -_ =`-: -Csn AA.1S. P.A. '.. I. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-11 Roofing Material Shingle or Shake T �I I Loading in PSF Roof R.D.L. Top Chord Live 20 H Q , Top Chord Dead 7 4.2 t Bottom Chord Live 10 Non -Concurrent NI r Bottom Chord Dead 10 3 o c TOTAL Load 37 7.2 a v, Duration Factor 1.25 m 'o Wind Speed 165mph I Top Chord C.B. Sheeting by builder. to Bottom Chord C.B. Sheeting by builder. �J Highest Mean Height 14'-0" L) Building Type ENCLOSED ` Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R. D L. =Restraining Dead Load C.S.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 Uses] Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: rn Date:04/24/12 Revised:02/21/18 V / FO R T-4" 5'4" 15'-10 - WYNNE BU ILDING LDIN G CORP. -- DESCRIPTION: REVIEW!'' 'A R.AGRIGHT CODE COM' PLIANC,;62' GRAND CARLTON III ST. LUIl' riar INIT" PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRIJSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323