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HomeMy WebLinkAboutBuilding Plans8'—i" T 2" O 0'-0" Finished Floor Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plgwood aeck using #9 x 1.5 wood screws with self sealing washer at 12" o.c. max spacing over AST {type 2) 30 lb felt underlagment installed with min. 4 side laps and L' laps fastened with corrosion resistant tin caps and with 1.25" ring .gbank spaced L" o.c. at all Is a and two staggered rows 12" o.c, in fielder deck to trusses using attachment detail on this sheet \ n 12 4 SLOPE 5/8" thick light textured +�, ® stuccoblock construction lrate 5/8" thick x 8% cut coral finished stucco bands I " VATiON SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12 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 aRacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and 6" and laps faatened with corrosion resistant tin caps and with 1.25' ring shank nails apaced 6" o.c, at all laps and two etagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Finish Columns with 5/8" thick cut coral finished stucco bands ELEVA71ON N �' Gulf Coast Supplg and MPG Sy Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 wood screws with self sealing washer at 12' o.c. max spacing over (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L o.c. at all laps and two staggered rows 12" ox. in fie deck to trusses using attachment detai on this sheet .H. 5/8" thick x 8"w cut coral finished stucco bands O 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION — Overhangs at 1'-0" unless otherwise noted- on Roof "Plan — Roof pitch at 4:12 unless otherwise noted — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction- - Return ALL Stucco Bands into Window or Door. 12 SLOPE 4 IL 11 11 11 11 1 t1i 12" 5/8" thick x 8"w cut H• oral finished stucco bands �.. All. thick light textured stucco on typical concrete block construction I IHT ELEVATION SCALE: 1/4' - 1'-0' gubmi$ l # 8 ,. �4 "� f I'h Sin le dung H-11 r "gp Smg�a Hung Mp�ifidaue s� nR n rat, ® ++L 0. PSI en doors r A t4-►R 4>�2 Gar '. �PAD +' °9 • d �r.a C.e�,4.1 'con`, y .�. . fe f' ,. �'It' i a"MI i1111a NIO jam, € PiR' 110 I" nOm TtI ..,.��w Miflidowa--�rA6rss gP a_- �. � �u� ± d&D FFW D� � 420 and doors ! e��A ►ski � Attwk, �For :MU use (2) I/4' x 2 :cr-:� uth rim I 1i4" ertroedrcbm CM-1853i Mi Windows f9ii4eR$fht re% r °i �'1 Q144 arl�g9 1,75' 8 F iF E altteal/4al�fx"95" aildorspR7dlFdl4sP'gri°YRe f2auct pr°I. -�€S CJPP�F v... jY..pp F` ri' r� Y'T I Rd g. M 1. .fi. 26 tv .-: 4" n Eta4z a. •• 9 r fi , Ks. i0 .: #r $ : •- g s f,c s F �r _ far I "� xW� lot," d 24 Gauge Global Protection Install using 1/2"ixst i ee sa Fo- SO.��35 dia. ack set lead a =y mth V4 F �^ Storm Panels r uc s pl the bottom and 1� .: 1 Nar. � r� � k 45.0 PSF .H.: 5/8" thick x 8"w cut coral finished stucco bands = Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands 2" x 4" top plate I/2" drywall ceiling on truss bottom cord base -board I/2" drywall on " x 4" studs at 14" o.c. 2" x 4' P.T. bottom plate 4" concrete slab with fibermesh OR L"xi" #10/10 WWM on L and Visqueen over clean compacted termite treated fill interior Non —Bearing Partition 12 SLOPE 1,4 \ Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" - 1'-0' Gulf Coast Supplg and MPG 5v Crimp Metal d roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c, max spacing over ASTM D ftgpe 2) 30 lb jelt underlagment installed with min. 4 side laps and 6" and fps fastened withh corrosion resistant tin caps and with 1.25' ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detai on this sheet 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION ,.. r den t Braden AIA, FA Wynne Building Corp. Architects -Planners 411 Tel S.E. Coconut Avenue '"rGrand h Car l : (112) 281-8258 Fax ` E-mail: : (112) 281-8283 bradenaiaecomcast.net SppanisH St. Lu;I6 Lakes Counttq Florida Stuart- FL %4cicIL sAAe'e)nnn�7 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' CDX Plgwood paled at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. la SLOPE 14 Z SCALE: 1/4' - 1'-0' - -- 5/8" thick x 8"w cut coral finished stucco bands —0'-4" A.F.F. ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential; Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velootg: I1.5 mph ultimate Mean Roof Height: Roof Pitch: 4:12 Internal Pressure Coefficient, t g_Is Sub"lectabilitg to damage from: Weathering: Negligible Termites: Veru Heav,; Width of Roof End Zone: 3'-4' Wind Speed IL5 mph ultimate Ill nd Exposure Classification; C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.tDL+O.LWL Components t Cladding Wind Pressure (NF_T) Roof Zone: 1. +20.L/-32.4 pet Roof Zone: 2. +20.6/- 1.0 psf Roof Zone: 3. +20.6/-84.0 Of Components t Cladding Wall End Zone Width: V-4" Components t Cladding Wind Presaure (NET) Wall Zone: 4. + 5.8/-38.1 pat Wall Zone: 5. +95.8/-41.8 pat Components ! Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walls Considered for Structure? yes Continuous Load Path Provided?tea Are Components an Cladding Details Provided? Yes Minlmum Sal Bearing Pressure: , Presumptive: X B Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: -9— pg FLOOR DEAD LOAD- 10 pal JOB ADDRESS: Date Drawn Revisions 20 GARAGE 3- Drawn bv: I L - ?Ply RIGHT Drawn by: ,�v �z� C.C.U. GZ C Checked bg: VIEWED F = Roof Zone I ® Walle Zone 4 - Roof Zone 2 Wags Zone 5 END ZONE - Corner Zones Roof Zone 3 Sheet Comm 121— 3 ) I T. L CIE COUNTY ROCC QM k FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to Ste high by 4" diameter p steel crash post. Floor proceeding with work. Flange with 4 - 3/8" V112. Contractor to STRICTLY enforce ALL OSHA Requirements. lap a(3/ bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... tohave slab c3/e°t 5o ksi steel plate) a minimum 1,400 P.5.1. fiber stress. ` 4. No dissimilar metals to touch. 1 2%' 2ih° 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete."' ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. O O 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. h" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13, Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case her, materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac 18. with F.B.C. R316 - see permit info box of code edition Gy�(psum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 C1395, C1394 be installed C960, C1002, C104-1,C11l-1, C1178, C1218, or and shall according to the following: (FBC R"102.3.5) Drywall Thickness Location Orientation Framing Member Spacing Max spacing of fasteners Nail wun options for installation of drywall into Maximum wood framin members 2" x min. t Ickneas Nails Screws Ceding Perpendicular 24" 1" 12" 139a 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 ei Walls Either IL" 8" 16" 0.080' dia. x 1 5/9" long with Direction 15/64' head OR Ggpsum board nail 0086" die. x 15/8" with 9/3Y head. Ceiling Perpendicular 24" 7" 12" 13ga 15/8 log with 19/64" head OR 0.098' diameter x 1 3/8" long annular -ringed or 6d coder nail -1/8" Walls Either 16" 8 " 16" 0.092" dia. xx 1 long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. Install SGD thru buck into block with 3/I6" 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 3/11V tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product apkrc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat g psum backers in accordance_ with ASTM C1288, C1325, OR C11-18 and installea 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ,45TM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt undarlayment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two sta gered rows 12 o.c. in field. Attach deck to trusses using attachment detain on this sheet Simpson HETA 20 or equal hurnc no anchor at each truss 12 with (a10) IOd x 1 1/2" nails PRE. -ENGINEERED TRUSSES ( 24' o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL 18101bs. uplift ` (shop drawings by manufacturer) Aluminum Drip - - Edge tFascia 2" x L" Sub -Fascia Kaycon full o vent vinyl saffit ii usnpp 1/8' dia shank x 1.5' long rao(ng nets with 3/9' dia. heed product approval - we chart A 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap ~ at each filled celI-� cs Grade R-30 blown fiberglass in bottom chord of trusses -I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cant. in each row. Substitute ed precast lintel filled with concrete and (l) #5 bar cunt. for bottom row over openings sl 1/2" drywall over I" x furrin stripa at iL" o.c. with R4.1 ?I -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. io Mortar to be Type M only proportioned per FBC R601.1 and Mortar Jonts a hall comply with FBC R1,01.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR 6'x6' #10/10 WWM on L till Visqueen over clean compacted termite treated fall TYPICAL SEC 11 1 TiON 14"w x 18 Concrete footingg with (2) #5 bars cant.and #5 rae bars et 4 8" o.c. tranava Scale : 1/2" = 1'-0" to Masonry Beam / nails 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 ~~�� 2"1 MASTER 1 2" 1 e BATH LAV-1 1 •.. 1 2" LAY-1 1 2" .1x " I WM-I wc-I " 4n LAUNDRY 2n 2" VTR4L 2" AAY 2° 1 a -I .jx eT-I x 2" 1LAv-i KTICHEN x .2 ee x 3" BATH fit WC-1 3x To Septic PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment - \ Masonry Wall L- v2" - !Y "Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with S l i d i n g D OOr D e t a I I I penetration at L" ' max. froom each corner and 20.." o.c. max thereafter at Jambs per product approvaiJamb At Masonry Wall NITS Window Schedule Mark Size Roucifil Open. Window Description PRESSURE ZONE I. 4'-5%s"x V-3 %s" 54%"x 63i4" Single Hung ZONE 4 2„ V-2%9"x V-3 %" 15" x 43 %4' Single Hung ZONE 4 3. '-2" x V-2 1/2" 2lk2'x 385's" Single Hung ZONE 4 4. 4'-5%"x 4'-2�e" 1 54ia°x 54ys" 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 T-Of 108' x 84" loverhead Garage Door ZONE 4 B 3'-O' X L'-8' 41'/,"x 83%" Fiberglass Panel - Insulting ZONE 4 C L'-0' X L'-8' �4' x 81 '�2° main Sliding Glass Door ZONE 4 O 12'-On X 6'-8' Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %" E 2'-i" X C-8' Solid Core - Wood - L-Panel F 5'-O' X V-8' Solid Core - Wood - L-Panel - Bi-Fold G T-8' x V-8" x 1)4' Solid Core Wood, Steel, or Masonite Doan H T-8" X 6'-8" Solid Core - Wood - L-Panel J 2'-L' X V-se Solid Core - Wood - L-Penal - BI-Fold K 2'-e" X L'-8' Solid Care - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIPIED 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 CNI i in N in 0 N is v- i N N 34'-O" 12" x 12" Concrete column block filled with concrete and (2) #1 bar& vert. tied into lintels above I Covered Porch I v 8'-0" to T-P" A.F.F.O Vaulted Ceiling GR AT R OM I I I 8'-0" to 9'-8" A.F.Q. 2" x V knee -wall Vaulted Ceding I below counter top DINING ROOM I .� I d a 9� I �r ° Vanity to be ° 34 Y2"high 11'-03/4 9 Y4" (41") ° High Wall EE Z9 - - averFang EGRE55 12'-8" n bD MASTER E _ BEDROOMS . CD e'-o° Flat Ceding NLL al 8" Rod Shelf ° I KjITCHEEN --j O 8'-0" A F.F. Alf' J 6'-O" Vai to 34 i2 high - in r ro °1 °LU e N Flat Carling - H.E.E 10'-51, O er ca inets to 8'-1" 4" '-O" extenppd over ef. in N H # 2 I - Qs - _ -K; _ ® � I IF. it O O Rod t Shelf I ay N H.bee4 _ Steel BallardIi„ to _i2 j detail on It aline Icv 0 AtuexA54' Provide auto I _wlh wght I closer Q L -.- J W-O" A.F.F. C Q _ 2" c (J c Flat Ceiling - 4" 15Panel p rvs. L'-o" m i`� Z SECOND ® L Ile BEDROOM E ERGEN Y GARAGE GRESS ' T I IE 8'-4" A.F.F. 4 (] r Flat Ceding ° O N IZI EGRE55 r-----------------I E if if° x Block wall in aw (] (] - I garage to be T I struck block Q rill- C VER Dith 12" x 12" contra a column block failed concrete and (2) #1 bars v rt. tied ORC Into lintels above 2" 1 I ® I El I° EE °E E 2'-8" 3'-5" 9'-0" 9'-6" V-4" 5'-4" 15'-10" 34'-O" Install windows thru buck into block with 3/I6" tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20.' o.c. max thereafter at amb& and 20" ox .c. ma Exterior face at head and an per product approval of wall - / \ Buck to be I" x 4" PT 0 N Vent filler, 4'-O" A/C I I o eter Attach buck to block wall with 1/4" dia. Elco conic screws, with min. 11/4' penetration at 12' c.c. max and 4" max from each corner thru Bxterior face 2" x V PT Buck of wall arise _I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #8 Wood screws thru Jamb into buck dock with case hardened nails ON ALL JAMB, HEADER. AND at each hinge and 15" o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D et a l l at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AIA, PA Wunne Building Corp. Date Drawn : Revisions : Sheet Architects - Planners 411 S.E. Coconut Avenue The rand Carlton G. GARAGE RIGHT Drawn by: REVIEWED FOR 2' Tel : (112) 281-8258 C.C.U. CODE COMPLIAI° Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Sppanish Lakes 5 Lucie County Florida Checked by: D.R.B. ST. LUCIE COUNTN OF 5 c...__+ t1 1AAQ01 .rAev�nnnna05 . Comm 3 12 2 -1 B STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. 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. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOiL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL IL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 1 2. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. I ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-II" wide. 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 co of soil test to architect for review prior to construction py 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ C 30" overlap Fill cell with concrete and E (1) #5 bar vert. ftgpicaU. Thicken edge to II at each Pilled e h II .4h d 4" t I b th 01. h OR - Max. spacing a a not excel wit concrete an concre e a a wr i ermea Wood 48" unless otherwise noted one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over Contractor to provide Base see foundation plan notes for clean compacted termite treated fill (4) roper foundation chairs spacing at openings 4" concrete slab with fibermesh OR GRADE,,,,or proper steal installation # Via wean over - �7�a:,,.:,',;:.,�.::'r: clean compacted termite treated fimo�e qmm - 171, —Ir 30min. PORCH SLAB EDGE DETAIL —III (III (III 14"w x 18"d Concrete footing SCALE 1/2" = 1'-O" with (2) #5 bars cant. and #5 transverse bars at 48" o.c. #5 bar vert. w/ 3„ 3 14" I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV 31:10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. foundation plan Step per #5 bars cont. bottom steel E STEPDOWN SCALE 1/2" = I'-O" 12' x 12' concrete column block filled with concrete and (2) #i bar& vert. tied into lintels above Top of rooter 16° below finished floor wlvmnmmm� 30" COLUMN FOOTING DETAIL ii II 3081x30"x16" concrete column footing with (4) #5 bars each way 30" overlap at each filled cell #5 bar Cont. in curb Fill cell with concrete and lD #5 bar vert. (tgpical). Max. spacing shall not exceed Curb height 48' unless otherwise noted Verrfg based on Wood see foundation plan notes for foundation plan Bay spacing at openings 4" concrete slab with fibermesh O Vx6" #10/10 WWM on 6 and Visqueen YZ clean compacted termite treated P Grade 7- — IIII) ���� (lied, W " 14 w x 18 d Concrete footing a1 III Jill with (2) #5 bars cant. and #5 transverse bars at 48" o.c. GARAGE CURB DETAIL Corner Steel La nts Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Rover ill O �,• ' Single Filled Cell COlumn NTS 2" x 6" PT wood secured 'with 1/2"dia. x V expansion anchors with 2" sq. washer at 18" o.c, overhead door track secured to wood jamb per manufacturer's product approval Garaoe Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT 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 Tel (112) 281-8258 Fax : (112) 28-7-8283 E-mail: bradenalaecomcast.net 34'-0" 20'-0" I `CJl 14'-0" lo'-o" 1 -I- — — — — — - - - - _--�-�- ° L Imo® L _ �® I I Felled cell under girder above FI I O �! Rear Patio/Slab - 1® W l to be poured separate L , I from the house slab. I I o 1� g I 1 1 24 mcxel4""d x�nZ4"L a O I under filled cell pj I ° . y11 4 11 J under girder bearing. Or----------- — — -- 1 Rear Patio/Slab to i be flush with door bottom cof sliding _{ I Slope 1/2" _1 °il I I I FI I � 1 32'-8" ° I I ° 1 4" concrete slab with fibermesh OR I 6"x6° 410/I WWM on 6 mill Visqueen over I clean compacted termite treated fill I I ° II O I V I o .B. o ZA— °1 r I F — — — — — —� FI r - - 400 Steel Ballard 1 W -/� I 0 Pilled w/ Concrete 9)I'�I o 0`` F I =I� 1 uVG a0-10.0 " a� I I „Y`l 1 'r a I WE — a.+ rLLw I I I �'I E +� E I °° _ O23 (O so �-0 1 I 1 (L00 va I 0 1 �° FI / � OL__--_______- = 1� upq 1 o I I I I 1 1 � I �# U QI I® o I X 1 I in r 411 r--------- L- N2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Wynne Building Corp. The Grand Carl S anish Lakes S . Lucie County Florida 6'-2" 9'-0" 3'-5" A/C ` u� $m emu_ FOOTING SCHEDULE Mark Sire Deacription I 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 17111 X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 16°D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS O14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB • 0'-0" Date Drawn Retvision& : GARAGE 3-26-20 Drawn by: RIGHT C.C.U. REVIEWED FOR Checked by: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY Sheet Comm # 12-2-1 B OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plygwood 4. Use nails or screws bas d on rase re for root stated in permit info box on t�ese pans for zone 3 Ke Area Ede Field Fastener Press' Zone I 8d ring shank 45 psf Zone 2 8d ringshank 16 sf Zone 3 4 14 8d ring shank 84 Psf ** Zone 3a L" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on pres ure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete = -- =`�_• eUe-OB/OT precast '-- -- --'� lintel set in mortar _ Min. 8' Bearing -- `--r PT 4' Pre -cast Sill X Provide #5 bar set in pre -cast lintel into beam where length or the opening calls for it. R-II batts Filled Cell i #5 bars with min. 48 bar rs overlap in filled call. Tie all steel into continuous steel. Concrete Footing lace Tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'—o° 1. Verifg with Plan 12"x 12" t~ I Column Block NAwl Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel SINGLE PLY REAR GIRDER TRUSS Nall 2' x 4' blocking to vent. leg of truss with IOd x 1.6 nails at 4" o.c. II Smpson MGT into wall um dia, threaded rod set min. 12' wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL ATCEDERNPAttaCimeet GIRDER STRAPPING NTS 1/8' thick h ht textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using Bd nails Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. ` I IMI SCHEDULE Mark Size and Ded3crl tlOn Gulf Coast Supply and MFG 5v Crimp Metal roofing FL MIL51.12 26 a. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' w 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all lops and two staggered rows 12" o.c. in field. Attach deck to truaeea using attachment detail on this sheet BI Two rows of beam block filled with concrete and 1 #5 bar continuous in each row. Hook Vert. bar over top bar with #5 90° bend bar with a 10" min. la at t bar. p LINTEL SCHEDULE Mark or wmDdaai Unit Width Lintel Sire �est-Crete heation or 'H' Block Above " Batty steel S� Top steel 8ia "OL a. 4 Load (PLP) Uo t OL Load (PLP) Lot" Lad (PLP) L22 2'-2' V-0 8P8-01MAT 1 06 $044 861 1024 L31 2 -C 1110 5,-P 4'-O' else-OBAT I s5 2661 130 163 L45 4'-5' V-10' 111108-OBAT I s6 1105 101 $34 L90 5'-0' V-V BPS-OB/rr 1 e5 123$ 885 121 L60 6'-M T-V 81108-OBAT 1 e5 105 121 534 Lao W-O' T-4' 08-I8/27 1 #5 2 as 152 541 1 512 1.410 1'-0' 10'-6' aPa-IB/2T 1 85 2 as 643 590 401 1.1015 1'-O' 10'-6' BPIL-15/2T ONE 1 #5 2 a6 1633 In 401 1.I00 MY-O' W-4' ePe-53/2T 1 #5 2 #6 582 414 452 WOOD 10'-C' I y'-4° I 8PI6-15/2T ONE 1 $5 2 i5 Is" IM 02 L120 r2'-�O�'/ 13'-4' 8PS-15/27 1 85 2 e5 411 42e 324 L1208 12'-V IV-4' 8FI6-15/2T ONE 1 85 2 85 1015 110 324 LHO H'-O' 16'-4' Vial-53/2T ONE 1 lie 2 e5 1250 1 601 2111 LIAO W-O' 111-4' E -I8/2T 1 46 2 s6 Soo M2 M4 LILOB W-0" 111-4' 8PI6-53/2T ONE I a5 2 #5 150 600 1 M4 - 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. J Simpson HETA 20 or equal hurricane anchor at each true with (10) IOd x 11/2' nails - ( 24" o.c.) sup ortmg Max lelolbs. uplift Aluminum Drip Edge t Fascia 12" 2" x 6" Kagcan full o vent vinyl adfit installed using1/8' din shank x 1.5' long gaiv_ raong nods with 3/8" dia. head per product approval - see chart sheet $l 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied --- into lintels above thicken edge to 8"x8' with concrete and one tt5 bar continuous BEYOND To of footer I6" below finished floor 12 4 Aluminum Drip ' Edge r) Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd "�de at each web \ to-nb lath vertical so 3/4' ponstration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vent. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - -' a Slope per foundation plan Trusses at 24' o.c. see shop drawings bg others Batts batts Frame ceiling transition as needed using metal studs field verify exact configuration and sizes \Drgwall ceiling see typical section nts Brace Gable end with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES g 24"o.c. TYPICAL ( shop drawings bg manufacturer ) " \R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furring strips at IL" o.c. with R4.1 furring insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. ao Mortar to be Tgpe 'M" onlgg proportioned per FBC RLOI.I and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at sill wet areas (ex. showers, tubs etc...) n w Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dip, threaded rod with min 12" embedment ( 24" O C) supporting Max.into Pp g (22) beam either wet set or in IOd nails into truss. Add epoxy with blocking to 1810 lbs. uplift ETA 207:> truss leg per detail on this shoot r 1i MUM ir 014 �ALAPIA PAVMA WPA FA, WA 61 AN 61 AVA IArWA OVA ff 3 01 WA OA ME ` 0 WANA"Ed VAR IFINANAMEA . Aid "MIN C 11 MAIN I Z. On RIM Fill cell with concrete and ROOF FLAN (U #5 bar Vert. (typreaU. �M II N LU w � r_ A _CZ: Oq Co C4 �°°a a 2 0 U1 ti Eq co N so Brace Gable end with 2" x 4" SYP tt2 min. -"8rt back nailed to bottom of top chords using (2) IOd nails at each truss ex. spacing sits not exceed 48' unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermeah OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET L"xV #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. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Z-2-19 - - - - - PANEL "A„ Poles BR Lead Wire Description Qres cxe8 Description Wee Lead BR Peke 1 20 1.2 ks 812 Reli gersta I R e 86 12.0 Its 50 2 1 20 1.2 ks 812 Clothes Washer 3 1 20 1.5 ks $12 Kitchen S.A.C. 5 i Driler 910 6.0 ka 30 2 1 20 1.5 ks $12 Kitchen S.A.C. 1 a 1 20 - 812 Bedroom Recepts 9 10 Arc Can ear 810 5.0 km 30 2 1 20 1.2 km 812 Dmkmsher 11 12 1 20 1.2 ke 812 Micrmve 13 14 AN Hand 810 6.0 kw 30 2 1 i5 - $14 General Lglrtang 15 It 1 15 $14 Gowel Lighting n 18 WH 910 6.0 ko 26 2 1 15 $14 General Lighting 14 20 1 15 814 1 General Lighting 21 22 GDO 912 0.81 K11111 20 1 1 15 $14 General Lmli 23 24 $pare spare 23 21, spar. spore 21 28 spare spew 29 30 spa, PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General, , Lighting„(3, u atta„erg, . Pt.) ........ . ................ .Range......................................................... .Rafrlgerator.................................................. Microway.?..................................................... , Dish , Wa®her................................................... C14>hO+..W.�1d14r............................................... Clothes.,Rryer................................................ Water Heater Garage, Dom ,Opener ....................................... 1135 3 5�05 2 ISOO 3,000 1 12.000 12.000 1 I 00 I 00 1 I 00 I 00 1 1,200 1.200 1 1.200 1,200 1 5.000 5,000 1 4.500 4,500 1 810 810 Total Watts 35 i15 First 10000 Watts 8100% 1 10.000 10,000 Remainder 25AS 040% 1 O IOA46 Electric Heat or A/C 10.000 e65% 1 10,000 10,000 Calculated Load Watts 304146 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Seigle Pole stitch ® Recessed Can Light Se Double Pete Swatch Eyeball Recessed FB tit Push Button Switch Exhaust Fan -se Dupilex Outlet ¢ Calling Mounted Light -0 special Receptacle ♦ Wan Mounted Light Waterproof ground fault emert LSt with Pug Chem (attic) ® Floe Duplex Outlet © Computer Connection Jack ® Carbon Monotade Detector f Flood Light T Thermostat Electrical Panel m ® Central VW 8 Electrical Meter ® 80*0 Detector Calling fan ® Television Jack ® Telephone Jack q Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN ®= THERMOSTAT LOCATION B/A = BALANCED AIR H.B. Vent thruSO-T Flit 7-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C chat. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP into attic MCB PANEL AHU PANEL AHIJ 200a rated meter can n 200a rated meter can n Intersystem bonding Intersysteq bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2' rigid service FPL PATIO/SLAB I I CAR AT R OM I CMnlnf1641CIMocalling anI 9 e x1l 1211 DINING ROOM /SLAB 1a x4 ��10 � Id,i § A T o0o - - I III I I6e I ' ? i � 232 CFM I I I Q 12xbx1 I SECOND 35 CFh BEDROOM , 1 12x12x8 I I B/A 1� COVERED PORCH 10 CFM IOIdoxL MASTER BEDROOM 163 CFM IOIdOxL KCS IZb/AT I 22' x 54' Attie kgA h«.t.. 1 150 Amp Panel GARAGE r----------------- 1 I I I I I I 1 I 1 1 grand rail _ - --- I 1 ground rods jam( N E C A C A L LAYOUT ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER II - Contractor shall use AL-CU Landing lugs. HITS - Contractor shall use AL-CU Landing lugs. HITS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. SCALE: 1/4" _ - 1r rr - 0 manufacturers recommendations which manufacturers recommendations which shall be verified or to construction shall be verified prior to construction - Verifg AIC/KICpRating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: 1. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The circuit routings to 2. Provide and wire all required smoke t Carbon of period gears ordering. contractor shall provide Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to vernfg location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters or the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from ang other service. 8. A/C Return Air Balance Must comply w/ FBC RMI602 the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed In metal EMT 9. A(C Refr1 c� t lines that are run Thru slabs must be proper working order. P sleeved in Vt� ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and conduit. Braden Braden PA10. 11. All be by shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per ,41A work shall performed ByC RMI502 Architects -Planners contractor, the tom I¢tad system shall be fully operative. for and telephone company. 12. Contractor shall pag all Yees, permits, testinand qIZ S.E. Coconut Avenue 13. inspections including blower testing where required. All be trachea to I8. The electrical system shall be completely and effectively Tel (��2) 2$�-$258 work shall coordinated with other avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax (112) 281-8283 14. All required insurance ahell be provided for protection 19. All material shall be new and shall bear underwriters' E-mail. alaecomcast.net against the public liability and property damage for the _ labels where applicable. navel as w w,�nnnn2n didil __Y_dnt_thr_IL Soffit A//C H.B. Exhaust Duct Thru Soffit- -s Wire For Front Post Light /Govered Porch'-, MASTER BEDROOM I � 1 � WP GFCI % v I a- i G R AT Smoke / Carbon R O M Monoxide Detector Combo ~ I I M I � S . II I LQSET II I I1 I = - DINING � � GFCI L �' y ROOM 1 ' F---r I , I G CI .i{ / FCI GFCI \ I 1 ° lcm a I I TT N i ----- KITCHEN I C.M. Detector rC erFBC �3-2" �3' nlp3 �-2"� 124" R3gg4' i rw Is 4 ( enter 1 / ' f / ,Q BEDROOD� V / B A )WP GFCI \ t PPOR'CPT ` n 6" %H . h GFCI 22" x s4•-1 1 Attie Access L Optional � 1910 Amp panel location 1 / Panel Pull chain � light in attic 42"h GFCI GARAGE Garage �I Door Opener I I I I I 1 I I I I I I I I I I I I I I ELECTRICAL PLAN 6'-3" I Wunno Building Corp. The.__Grand Carlton Sppanish Lakes 5t. Lucie County Florida Light with cell N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install disc. N under disc. not shown For , clarity A/C SCALE: 1/4" = 1r-0" Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq_ ft. required Provide A Continuous Vented Soffit Date Drawn : Revisions 3-2n:-20 GARAGE, RIGHT Drawn by: C.C.U. Checked bg: D_R.B_ Sheet REVIEWED FOR E - CODE COMPLIANCE ST. LUCIE COUNTY OF S Comm # 12-21 B >s A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRU55E5 ARE TO BE 5ET AT 2'-0: ON GENTER `.XCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IA IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span o degrees Spreader Bar or less =--- /2 T g Line sp0n epprox. T1g Line REFER TO BCSI Truss must be set this way if crane used. Luss 1i an ..ample, yvur toss may not match. --sist crone operator sets vuss this way p9 �_ Approx 2/3 to ',.Inc 1/2 of Span REFER TO BCSI .ss must be set this way if crane used. -his is an example, truss may not match. :,sot 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. AIR F-iANQI IF=R NG?TE 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. U REPRESENTS A RANGER Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Domeangle nails. package. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r n 8'-1" upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r— to 12 2.00 M upset=1l4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRU55E5 ARE TO BE 5ET AT 2'-0: ON GENTER `.XCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IA IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span o degrees Spreader Bar or less =--- /2 T g Line sp0n epprox. T1g Line REFER TO BCSI Truss must be set this way if crane used. Luss 1i an ..ample, yvur toss may not match. --sist crone operator sets vuss this way p9 �_ Approx 2/3 to ',.Inc 1/2 of Span REFER TO BCSI .ss must be set this way if crane used. -his is an example, truss may not match. :,sot 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. AIR F-iANQI IF=R NG?TE 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. U REPRESENTS A RANGER Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Domeangle nails. package. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r n 8'-1" upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r— to 12 2.00 M upset=1l4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN L=NGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 60 GRB I i I I ( I I I r � � I I I I I I/ I i � 2l12 i INT. 13'-7 1/213'-7 1/2" - I i Z) 1-0 � SO W LL rn a0� m J 2 >dp o on J it 6) >3O GRA �o io I� 15 -10 34' GARAGE LEFT 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 gravity and uplift loads and their respe the locations. Approved By: Date: Braden S, Braden A.LA. P.A. — FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT 15 SIGNE0 & 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 si accordance with this truss placement diagram layout, which Is the sole authority for determiningsuccessful fabrication of the trusses. 2. All dimensions h this layout have been verified by the undersigned. 3. Unless written notice Is provided by certified mall to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcham„es will be allowed..In the event such written notice la fumished Chambers Truss shell have three (3) but ass days In which to begin repairs required, or to subsOMe othec trusses, at Chambers optlSn. 4. The undersigned acknowledges receipt of 'SCSI 1-W" summary sheet by TPJ & VVTCA. S. Delivery Is to Job site, It Is the buyers responsibility to make Ne job site suitable for delivery. Chambers Truss has the $ole authority to determine the suItabllhy of the job site or a Portion of the job site for delivery. Chambers Truss will be responsible for tlump delivery only. The buyer Is responsible for addltlonet delivery expenses If Chambers Truss has to redeliver because job she la riot prepared for dellvary or buyer Is not prepared for delivery of trusses. 3uyer Is reaponslble to Chambers Trues for towing costs due to she conditions. 0. Price as shown if paragraph 7 below Is subject to change If any changes are, made In this layout A $50 per hour fee for re alone may be charged by Chambers Truss, 7. This lea PURCHASE ORDER to Chambers, Truss of the sum agreed to, or 9 nk agreement a reasonable pdra. Involve will be made on delivery and paid within terms of nei on delivery. Invoice may be made at scheduled date of delivery It buyer cannot accept delivery of fabricated Wsses. The undersigned agrees to pay Chambers, Truss reesonahl9 attorney's fee for collections In event of payment not timely made, 1.12 % per month service charge will be added for all sums not paid within terms. 0. Signature or Initials anywhere on this sheet conslitutas agreement to all terns 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 material and the undersigned agrees to pay such Indebtedness Inducing attorneys fees, If default In payment reciplent. for materiel be made by the 10. In the vent of liti ms shed or paymentsrefemad any herein, the. partieslagreesthat the sole v' nue for aryl such action will be Saint iucle County, Florida, 11. Design responsibilities are per "National Standard And Rocommanded Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIR'PIMTCA 4 - 2002" DATED SIGNED FOR TfTLE Asprsaoer oarmay be reyttiled per,13=1-U'tr Present iryury& damages . Multiple ply trusses must be fastened together per engineering 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 lnformatlon packet Included on delivery before setting trusses. Trusses must be astard braced perdesign to phliverlt hVi damage. Trusses must ba set plumb and square Do not set 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 I CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plercei Florida 34982-6423 800-551-5932 Fort Pierce 772.465-2012 Fax 772-465.3711 Vero Beach 772-569.2012 Stuart 772-2863302 92.0/93.2 MITEK 4.2 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 7-1( o '� I Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. N o Top Chord Live 20 r I�) .1, Top Chord Dead 7 4.2 ° Bottom Chord Live 10 Non -Concurrent d Bottom Chord Dead 10 3 m w TOTAL Load 37 7.2 o r Duration Factor 1.25 ra Wind Speed 165mph Ln Top Chord C.B. Sheeting by builder. IL—r- Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 W Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date: 04/24/12 Revised: 02/21/18 FOR Revised:3/05/2020 - 10 -- — WYNNE BUILDING CORP. -- - -- — DESCRIPTION: GARAGE RIGHT REVIEWED F0 CARLTON A `!I'li COMPLIA PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYCu cG ul-- M 11323 -7&?0J SS 90w4bXa- x