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HomeMy WebLinkAboutPLANSGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over ftype 2) 30 lb felt underlayment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with I. " ring spaced L o.c. at all laps and two staggered rows 12" o.c. fie deck to trusses using attachment dotal on this sheet 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Or.;Ar.t: v7- - r-v- (J 5/8" thick x 8"w cut coral finished stucco bands Gulf Coast Supplg and MFG Sy Crimp Metal roofing FL #11451.12 26 ga. 3v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max sooting over ASTM D ftgpe 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 12 4 SLOPS 0'-0" = Finished Floor ------------------1-1 4 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4' - 1'-0' 12 SLOPE 4 COVERED PORCH ih Columns with / " thick cut coral ied stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2i 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 ftype 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin cat�a and with 1.25" ring shank nails spaced to" o.c. at all laps and two steggered rows 12" o.c. in field. Attach deck to trusses using attachment dotal on this sheet 12" 5/8" thick x 8% cut' coral finished stucco bands 2" x 4" tool platel II 1/2" drywall coiling on truss bottom cord I/2" drywall on " x 4" studs at IL" o.c. base -board -4-----\ II II / 2" x 4" P.T. bottom plate \ 4" concrete slab with libermesh OR 6"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non— earin4 Partition Brader t Braden AIA. rchltects — Planners 411 S.E. Coconut Avenue el : m2) 281-8258 Fax : (112) 281-8283 E •ma11: bradenaiamcomcast.net stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11631.12 d 26 ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D ftype 2) 30 lb felt underlayment installed with min. 4 ado laps and V end laps fastened with corrosion resistant tin ceps and with 1,25" ring shank nets spaced L" o.c. at all laps and two staggered rows 12" o.c. infield. Attach deck to trusses using attachment dotal on this sheet -1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 0 o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 "4 SLOPE PA Dunne Building Corp. THE WINDSC Spalnsh Lakes 1,, 5 . Locle County Florida I III, FRONT ELEVATION SCALE: 1/4' - 1'-0' 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) t Florida Building Code Residentials Lth Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category II Wind Velocitg: IL5 mph ultimate Mean Root Height'- '' Roof Pitch: €` E 4:12 Internal Pressure Coefficient. t0_19 Subjsctabilitg to damage fros Weathering: Negligible Termites: Vera Heavu Width of Root End Zone: 3'-4' Wind Speed.J(i—mph ultimate Wirgd Exposure Claudication: C t Exposure 1.21 x O,L - 0.12L factor for Expose Height: ASD dear Load Combinations ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O,LDL+O.LIWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.0-32.6 pet Rod cones 2, +2pp.L/-51.0 pal Root Lone: 3.+20AV-84.0psi Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) Wall Zone: + 5g,B/-38.1 psi Wall Zone:. +5.8/-41.8 pat Q - Rod Zone I Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pot Shear Walls Considered for Structure? Yes Continuous Load Path Provided? - Roof Zone 2 Walls Zone 5 Are Components an Cladding Delta Provrded? Yvs END ZONE Miramum Sal Bearing Pressure: si, Preaumptivs: X B Tsst: psi S E RODUC AP R VAL-FOR-IMPACT- P O E TI N FOR -OPENINGS - Corner Zones Rod Zan 3 ROOF LIVE LOAD: 31 pet ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: -AL- pot FLOOR DEAD LOAD: 10 of JOB ADDRESS:,, Model: Date Drawn : Revisions �1 Sheet Comm REAR 3-28-18 5-23-18 �G�ara a a Alahe and vision PORCH Drawn by: CODE COMPLIANCE 15-159B RIGHT C. C. U. Chocked ST. LUCIE COUgTY10I�fj Q l Impact Bag: BOCC of 5 FLOOR O O] FLAN �I Recess top plate G"w x 3/8' Counter top - verify type J� I \ fit ' �l 4" for steel support angle nth contractor CRASH POST DETAIL see detail an this sheet TYPICAL NOTES: SCALE 1/4" = 1`-O" N.T.S. I, Contractor to verify ALL notes and dimensions prior to 3C high bg 4" diameter roceedwith work. steel crash post. Floor Steel countertop support angle p ln g Flange with 4 - 3/8" Inetan 6' from each and and WBasecali 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center or counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksi steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. at 16'so.c°°d ` ` 4. No dissimilar metals to touch. 6" I/a" dry"an 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2�2" 2%," 2' x e' PT wood plate ALL Concrete used for vertical filled cells, cont. tie beams etc.. to A2" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° 4. Drywall at ceilings shall be leveled and attached to bottom chord m 13/8" O s " KITCH N ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5, 1. ALL wood in contact with concrete shall be pressure treated. 2h 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. 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 S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per F 4. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 p 1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 8. Gyyppsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 C�fb0, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) lor in Thickness Location Orientation See ragg Of fasteners raatiumars Nail owing ��ppee ITaxiimia5 options twit installation of drywall into wood framing members 2' x min. thickness Nails Scrams „ %z Ceiling Perpendicular 24' V 12" 13ga 1 3/8' long with 19/64' head 0.098" dial enter x 1 1/4' [on gg anra nular-nged or Sol cooler nml OR 0.080' dia. x 1 5/8" long with 15/64 head OR wells Either Direction 164 S. IL' Gµpami board not 0.086" dia. x 1 5/e° with 9/32' head. s Ceiling Perpendicular 24" 7 12' 13ga 1 5/8" long with 19/64' head 0.098' diameter x 1 3/8' long annular -ringed or 6d coder nail 0.092" dia. xR 1 1/8' long with 1/4' head OR Wells gither erection IV 8" 16' Gypsum board nail 0.0915" dia. x 11/8' with 19/(4' head. 9. ALL ceramic the surfaces installed shall conform to ASTM AIO8.1 thru A108.4, A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #II101.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with &0 sealing washer at 12" oi max spacing over ASTM D (type 2) 30 lb felt 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 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet BC R302.9.1 er FBC R302.9.2 I�. I2 2. MASTER s Orin luwA i ` BATH .e\' i w I I .4 am KITCHEN 2" LAUNDRY^ I 1 2"1 1 I I Vi ` j, J 2" 2' 2' ' 3" siirm 2" 2 3 wo-i 2' TM 2• 111111111toll6es 3' BATH 82 - " ANITARY RISER Window Schedule Mark Size Rou h Open. Window Descrilption PRESSURE ZONE I. 4'-SYs"x 4'-1,%" 54Ya'x 64V' Seigle Hung ZONE 4 2. L'-2Ya "x 5'-3 %" 15' x 43 %' Single 1'd-g ZONE 4 3. $'-2' x 3'-2%" 21Y2"x 305V armpit Harp ZONE 4 4. 3,-r x 5'-3 %a" I see x 63 /4" Single Hang ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a space L prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A T-O' X T-O' 108' x 84' Overhead Garage Doan ZONE 4 B 31-0' X V-8' 411 x 8'd3V Fibtl Panel - lrmm ZONE 4 C 60-0' X V-8' 14' x 81 'h" 'got-aiii Sliding Glean Door ZONE 4 D 2'-O' X V-So Solid Core - Wood - L-Panel-Bi-Pold PirlNherd 24' x 81 i2" E 2'-L' X V-8' Sand Cart - Wood - L-Panel F 51-08 X 6'-8' Solid Cart - Wood - L-Panel - Bn-Fdd G '-8' x V-8' x 1 V Sobd Coro Wood. Steil, or Masorete Door H X-8' X V-8` Sled Care - Wood - L-Penal J X-C X V-8' Sekd Care - Wood - L-Panel - Dr -Poll ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction L in permit info AND SHALL ON SHEET #1 Attach buck to block mall with 1/4" dim. Elco conk scrams with inn. 1 1/4" penetration at 12" oi mink and 4' max from each corner thru Exton two 2' x V PT Suck of awl - e8 Wood wows tin jamb mi buck at each and Is, ec. am and etail at Door Once to as att"Iment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION r- Instal windows thru buck into block with 3/16' tap -can lath 1 1/2' penstratusn at 6' me. max, from egcli corner and 20' it, sax thinafear as, bs and $O as Exterior face at heed ad mil per product appravar or 5mdk to be 1" x 4' PT Yanea M Buck nailed to D tail at Windows pease hardened nails riot to window attachment NTS 12° Simpson HETA 20 or equal hurne one or a arch truss 12 Masonry Beam with ( 01 IOW x I tf/` nails PRE-ENGINEERED TRUSSES I" x 6' P.T. Buck nailed to ( 24" ocJ supporting Max 4 r at 24"o.c. TYPICAL block with case hardened nails V rlfg attachment 18lolbs. uplift prior to door attachmen h le location with GC (shop drawings bg manufacturer) Install SGD thru buck into pr or to fabrication block with 3/14' tap -con with 3/e" thick 6° 7 ;a1' __ 1 1/2" penetration at L" o.c. max. steel bracket Aliimmws Drip -� R-30 blown fiberglass from each corner and 20 ° o.c. max Edge !Fascia in bottom chord of trusses +i`?:,-.`;:r; ;<'c ` thereafter at head per product approval / 31, I/2" drywall with smooth finish 2" x C Sub -Fascia Two rows of beam block filled With concrete O 0 Use 3/I6" tap -con With C UNTER TOP BRACKET DETAIL and (1) #5 bar cont. in each row. Substitute 1 1/2' penetration at 6" o.c. max. Kayean rd1 o vent vin I sofM1t installed precast lintel felled with concrete and (1) #5 from each corner and 20" o.c. max smn 1/8' ba shank x 1.5" long galv. bar cunt. for bottom row over openings roa�ng nails with 3/a" dia. head per thereafter at sell par product approval product approval -see chart shoat e1 1/2' dr wall over 1' x furringg strips at 14' o.c. with R4.1 Pt -fail Is x 6" P.T. Buck nailed to Insulation on tgpecal 8' Block walls block With case hardened male 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction Co Mortar to be Type " M" oralg proportioned per FBC R601.1 and Mortar ,fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas, (ex. showers, tubs etc... fixed door;'- #5 bar Vert. w/ sliding door 30' overlap Fill cell with concrete and at each filled cell --gay- bar vert. (typical). n Masonry Wall ax spacing shall not exceed 48" unless otherwise noted "•:;:: is i vr' n :tiler"':;.,;";. Wood Base see foundation plan notes for spacing at openings 4" concrete slab with hbermesh OR Bottom Trae Typlcol Flooring Bill Install SGD thru buck into 6")6" #10/10 WWM on 6 mil Yla wean over I h I „ clean compacted termite treated fell with tap- block 3/ 6 con with 1 1/2" penetration at 6" o.c. max Grade �- Sliding Door Detail from each corner and 20.' o.c. max III thereafter at jambs per product approval amb At Masonry Wall NTS EGRESS 13'-11" Ci MASTER BEDROOM 'Beim WE ;a e'-a' A.F.F. 8'-10 Yz" \12" x 12" Concrete column .1" block filled with concrete and (2) #1 bars Vert. tied Into O lintels above Filled cell under r P O R C H -girder above WIRE LATH / STUCCO CEILING N `t F w41. Flat Ceiling l ° I 00 r n I Vanetg to be O I O 4 Y,"high l ° Rod E Shelr `T 8'-0" to 9'-8" A.F.F. IRV Vaulted Ceiling 19'-5" r C�RE,4T ROOM ° �LOS T I'sif I oc ( ° HB H -� Ir_1rr I - �° a- ° Rod t Shelf cry a�in ° s I to- a � - 32" DRYER ASHER Of 9' 5" LAUNDRY 0 I I y F n to 9'-e" A.F.F. l O Drill O �riH :r I Vaulted Ceiling DINING T O Vomit to be 34 Y, high l ROOM 18" 42° I l 'v- overhang wall 15" 13/8' thick steel O 90„I counter top supports - eq eq- counter tops to r ° O 6 over ang wall 1.5" U SECOND +41" high wall a a I DW i ° o BEDROOM KITCHEN I = 8'-O" A.F.F.8'-O" to l9'-e" A.F.F., i ° Flat Ceiling l O Upper cabinets to Vaulted Ceding c° I O - l I extend over Ref. NOH V AV NT n air cieAit OPENING L J ° H.B. cn - - - - a- ° O Provide R-n iseeu Insdaman `r O O N THIRD © auto closer 4"a Steel Ballard See dotal this ° B E D R O O M on sheet �\# W I 1-, 1 I xAanss ° p I I a I H A tic I 1 L_ J = 8'-O" A.F.F. fi I L _ _ � � - - - ° A/C Flat Ceding Jh6a '-O" F IRV Flat Ceiling ° l In GARAGE O � , m Block wall In O - a MT garage to be e Provide auto la-n asset. ia.remo closer 2-8. struck block rN 150 Amp Panel EMERGENCY ° _ _--_ I EGRESS I i O 3 3 ;ry ° GOLF CAtRTI GARAGE I ° ° ° ° El IA °I IL0 ® ® _ 2'-8° _ 9'-a" x-8" _ -� 6r_14„ NIL 2,-8„ qr_O„ 2,_e„ 35'-01, F Square Footage Breakdown Total A/C Space = 1,153 eq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Date Drawn : Revisions =III III " 8radeA �tecu - Planners P�4 Wynne Building Corp. sheet Comm # 14 x 14 Concrete looting REAR 3-28-IS 5-23-18 smoke detector revision with (2) #5 bars cost, and #5 I1 S.E. Coconut Avenue J�( j �I Drawn by: - transverse bars at 48" o.c.PL T I : (112) 281-8258 THE W I I `t D S O R PORCH REVIEWED FOR �2, l 5 15 9 B TYPICAL SECTION Fx:(112)281-8283 c.c.u. a _ , i, E- arl: bradenaiascomcast.net Spanish Lakes RIGHT Checked by: CODE COMPLIANCE Impact Scale I/2 - I -O Stuart L 34996 #AA 0000 2 5 . Lucie County Florida D.R.B. ST. LUCIE COUNTY OF 5 J I iCU I U1cf�L I ./ I F__ 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. q DESIGN LOADS ARE AS FOLLOWS: 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ROOF t = 4l PSF ALL COLUMNS. FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6XL 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR TREATED, CLEAN MACHINE COMPACTED FiLL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR E. BARRIER ON TERMITE (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FiBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" BEAMS: I-I/2" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 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 15 ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 ATTENTION OF THE ARCHITECT. PSI OF NO.2 SOUTHERN PINE. UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER „ OVERHEAD DOOR FOUNDATION PLAN). PROVIDE 1-1/2 RECESS FOR O. 16PRESSURE ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: I/4" = I'-O for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'—II" Wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" FOOTING SCHEDULE, tlwkl am I 14111 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EAC WAY 8'111 x e"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS 14'W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ' 0'-0" 12"W X 18"0 MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans forany other condition used. Foundation walls shall have filled cells at 2,4s o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and " 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 L.A." #10/10 WWM on 10 mil visqueen over clean compacted termite treated fill Grade —III =(III-1j11 ,• .. gill °ur_ 14"w x 14"d concrete monolithic -T PORCH SLAB EDGE DETAIL —III III I footing with (2) #5 bars cant. SCALE 1/2" = 1,4. TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-O" 4" concrete slab with fibermesh OR 611x4" #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cant. 10" (2) #5 bars cost. bottom steel 12" 1=2 DETAIL "T "" S EPDOWN 12" x 12' concrete column block filled with concrete - and (2) a1 bare Vert. tied into Imtela above Top of footer IL" below finished floor— �11�1!'il! 4GE T SCALE 1/2" = 1'-O" Verifg house slab height in field #5 bar Vert. w/ $O" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ x., III 30"x30"xIC concrete column footing with (4) #5 bars each wag COLUMN FOOTING DETAIL SCALE 1/2" = I 4' concrete slab with fibermesh OR 0XV #10/10 WWM on 10 and Vrsqueen over clean compacted termite treated fill ')" a 1= F 140w x 14"d concrete monolithic footing with (2) #5 bars cent. 14" rj GARAGE CURB DETAIL SCALE 1/2" = 1'- 4" concrete slab with fibermesh OR Cxb" #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cont. zn 10" (2) #5 bars cost. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" Termite Protection or New Construction. Soil treatment used for subter anean termite prevention inside the foundation perimeter &hall be done after all excavation, backfilhng and coml,action is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with i chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around me allrc piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall r celve application of termicide in annular space bet een sleeve and pipe. 2" x 6" PT wood seiured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead doer track secured to wood jamb per ma ufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE RODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Double Filled Cell Column NTS Conc. Fill To Be 3000 PSI See Floor Plan For Location O o •� Single Filled Cell Column NTS .4 H.B. A/C 15'-3" ------------------ I FI I I r I N�I o I Thicken footing to 24"w x 14"d x 24"1 1 ° under filled cell I ° I under girder bearing. ° I I I I I I mo 0 DRYERtz I I I / FI 6"xL"1"#10/10 WWM on with mil Visqueen over I clean compacted termite treated fill I I I I � I � I � I F"�w� I L—-------coo � I (L 14 Step W 0 I © I 1.5" Recess for ° ° ° — — will Garage Door ;a a t Braden AIAe PA U1yn a Bulldin_g Corp. rchftects — Planners 411 S.E. Coconut Avenue T H 5 O Tel : (112) 281-8258 I I I ax : (112) 281-8283 S anish Lakes E-mail. bradenaiascomcast.net S L fete Count/' Florida_.. it "i n /nA, . A A /�t1/1/1/1n"1 12' x 12" concrete column block filled with concrete and (2) #-1 bars Vert. tied into lintela above w-loyz" .I 10'-01" I - 0 a o -� _ JF- L - ®- ©�* Filled cell under r girder above Rear Porch Slab to O I be poured separatelg I W4 from House Slab. O O / k I ---- Rear Patio/Slab to F1 be flush with bottom of I sliding door recess. Slope I" I ° I li F- 1 a �- I ;- I i- 1'° I I I I° \ 4" concrete slab with fibermesh OR 4 x6 #10/10 WWM on 6 mil Vrsqueen over I U + clean compacted termite treated fill `'� A. N a I' t- I IF I r- I' t- 1 I I- FI I Io v �1 DW 1 I I I I U I° I NON-V NTS as"�au�eAix o ° H.B. OPENING F o 0 I I 4"4 Steel Ballard ° See detail on this sheet I 1 I 1 i a I I o F51 ti to I° I I I � I IC4I I I° I I° i I I F- 13'-O" L — — — — — I ° ° 1.5" Recess for Garage Door Date Drawn Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoWAtteodir I slon PORCH c.c.u. GORE CONiRJANCE RIGHT Checked bg: `TL C I ECOUNTY D.R.B. 8 0 C1,C N 0 i Sheet :3 , OF 5 Comm # 115-159B impact rrr--- Simpson HETA 20 Strap truss to wall using Simpson MGT with O O r— hurricane anchor at each truss 5/8 ilia. threaded rod with min 12" embedment „ , „ �� Into beam either wet set or m epoxg with Provide #5 tiara with min. 48 bar Scale I/2 = I -O diameters ovule into beam. Tie Provide #5 bar not in ( 24 O.C.) supporting Max. (22) 1Od Weds into truss. Add blocking to ROOF S H E E T I C p hotel Into beam whore length 1810 lbs. uplift ETA 20 truss leg per detail on this sheet filled cell stoat into continuous the opening calls for It. Overhangs at 1'—OIt unless otherwise noted on this sheet ATTACHMENT DETAiL beam block steel. — Roof pitch at 4:12 unless otherwise noted on this sheet 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) Provide Cast -Crete =� = �+ — Truss shop drawings to be provided by manufacturer 2. Minimum Screw Size = #8 x 2" SUS-OB/OT precast - --- --- 3. Minimum Sheathing Thickness 19/32" CDX Plywood lintel set in mortar _ _ J-._ _ - An changes to this plan hall be submitted tO the 4. Use nails or screws baa¢d on pressure for rooT stated Min. e' Bearing -- -- - - --- --" in permit info box on these plans for zone 3 architect for approval In Writing prior t0 Starting construction. I,• ' £ a QD • — 4 FT p ALL TRUSS TO TRUSS CONNECTIONS BY � I• TRUSS MANUFACTURE Architect to review Truss Shop Drawings Prior r.� h ,,I•, Provide PT Buck I• �, to construction for layout and uplift verification j I attached per jamb I i Poured Filled Cell 4 FT details Into filled cal — Contractor to provide for Form Board Survey and to provide 4 FT 4 FT I'. 'j:' I Form Board Survey to Tr sS Company prior to truss construction 4" Sill cast � Provide #5 bars with min. 48 be 4 PT ® I` I I .i iameters overlap in idled cell. Tie Bled cell steel Into continuous r; 111 I• rooter steel. CV Ke Area Ede Field Fastener Max. Zone I 611 6" 8d ring shank -45ssure psf Zone 2 4 of 4 toad ring shank lG par Zone 3 I 8d ring shank 84 oaf ** Zone 3a L" Ia. "#8 wood screw 112.5 psf Concrete Footiml L'. _..^ tore footer schedule for exact sizes) ** Use nails or s rews based on pres ure for roof stated DETAIL AT WINDOW OPENING iN in permit Info �iox on these plans ?or zone 3 CBS WALL Scale: I/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Kid .. irg to m2w with 10d x LS Weblockep ds as 4' 111 a � X Verify with Plan r Instaff Sampson MGT into ad 21) wg Concrete de12NxN � u Lintel k ow=aggao W Column Bloc = m ...... .:i ii: to is 'm 48 Bar Dia. Reber to q o O Reber TRUSS BLOCKING DETAIL a Min. Overlap AT GIRDER STRAPPING E�� w Column to Lintel A t t a c h me n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 911. over AGTM D type 2 pa er backed aline lath Waded substrate through one layer of G HEDULE ASTM D Tgp2 e 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L o.c. in field and edges with IOd ring shank nails into studs. / Mark Size and Descrl tion Aluminum Drip Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 . Edge E Fascia Two rows of beam block fllleo with concrete and 1 #5 bar 2L gga. 5v crimp metal rooting attached to plywood deck using #9 x 1.5 Ell continuous In each row. H Vert. bar over top bar With ood screws with self sealing washer at 12' o.c. max sQacing over ASTM D co 90° bend bar With a lo' min. la at t bar. type 2) 30 Ill felt underlayment installed with min. 4 side laps and V end P top spa fastened with corrosion resistant tin cape and with 1.25' ring shank nails Flash and Counter spaced V o.c. at all laps and two staggered rows 12 o.c. in field. Attach flash Brace Gable end deck to trusses using attachment detail on this sheet with 2 x 4 SYP #2 Additional raced Lintel �� a �� Nail ledger truss to Oft back nailed to bottom #5 bars � Lintel Bar Clear A B and d10d ils nailsoatceachatrwi f2l IOd Length Length Span Bars Bars at each web 2 10 2'-8' I -G 2#3 none �----a �---- b----i 3'-b" 3'-4" 2'-2" 2,#3 none efa-Ob/IT OFe-6Sm �a-ID/4T 12 ddnlonal 4'-O" 3'-10" 2'-8" 2.#3 none Simpson HETA 20 or ual PRE-ENGINEERED WOOD TRUSSES #5 bars hurne anchor at sash tram 4 with f 10d x I I/1" nods a 24"o.c. TYPICAL MBlock 4'-4" 3'-2" 2,#3 none ( 24" &a.) supporting MaxfieIRowofH"�:=r1810lbs. upidt(shop drawings by manufacturer Above o :?i 5'-4" 5'-2" 4'-O" 2,#3 none 5'-8"4'-b"2#4 none Precast LiAl •; 1 b'-b" b'-4" 5'-4" 2A4 none p R-30 blown fiber lass Additions " 1 Aluminum Dnp g #5 bars �__� Edge t Fascia 1/2• chin .weoo an 8/a• hi -rib lath m boi m chord of trusses 1'-0" b'-2" 2.45 none attached to hormor" and wart" °°rod IZ" falling with nib or ",In to provide 1/2' dr sail with smooth finish t`I " no lea than I-3/4' penet into efli-aS/IT aFli-IB/2T 2 x 6 Sub -Faso horisontd mood hawirp and S° psnaeration Two r e of beam block filled with concrete 8'-4" 1'-10" T-O" 2,#5 none NOTES:,n.row vertical cool rrammg #!m/be (1) #5 bar cunt, in each row. Substitute I. min. coverage of steal ea - precast lintel filled with concrete and (1) #5 2. min. standard required ®ea. end=B" ALL reinforcing steel Is grade 60. Kagan fall i vent Vinyl ' la installed 3. ctendard for remf. steel=ASTM A615mng I/8' ilia shank x 1.5' Ifxlg gale. bar car t. f01' bottom ides Over openings 1V TYPICAL LINTEL SECTION Pact°arails ;,"aj 3/soret.l,ee�ir#I 1/2" twall over I" x tarringg ( PRECAST CONCRETE) 5/8" thick light textured strippa IL" o.c, with R4.1 FI-foil stucco on typical concrete —in at on tg pical 8" Block walls 12' x 12' concrete column block construction block filled with concrete _ All dr wall to be installed per FBC R102.3.1 Varies -see plan and ah II meet all ertainin ASTM codes LINTEL SCHEDULE Mark Window urnt Widt Land Sirs resat -Crete 8 ecincatisn Rom or ack Above bottom Stsd � Tap Stssl S= Max. x" (PLF) M ) M&L (PLP) L22 2'-2' 3'-L' 1111118-ORAT 1 85 30011 big 1024 LSI ;_40 4'-0" S'a-Ob/IT 1 #5 266I I"S 163 L45 4'-V 5'-10' 6128-OBAT 1 #5 I1106 10'1 33'1 L50 W-0' 11 811138-01111 1 #6 1238 Us 121 LLO V-8' T-Ss IPa-Ob/IT 1 06 Ion 121 534 LBO 0'-0" 1'-4' O'8-I115/2T 1 85 2 85 152 sea 512 L10 1'-O' 10'-i' OP8-I5/2T 1 85 2 #5 i43 53O 401 L1OS 1'-O' 10'-9' GPIL-I5/2T ONE 1 25 2 85 033 02 401 LI00 10'-0' II'-4' OPa-I8/2T 1 89 2 06 Sat 4" 452 LIOOb 10'�-/0�' II'-4' aflL-I5/2T ONE 1 85 2 #6 1344 1028 452 4120 W' I3'-4' aFa-I13/2T 1 #5 2 s5 411 420 324 L1208 17-O• 13'-4" af1i-I0/2T ONE I s6 2 #6 1" 110 324 540 14'-O' 151-4' afli-aS/2T ONE 1 85 2 #6 1250 "A 251 LILO IL'-0" IT-4" �e-IB/2T 1 #i 2 #6 Soo M2 N4 LILOb IL'-0' 11'-4' Bfli-ID/2T ONE 1 Ifs 2 #6 160 500 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'-O" LONG ARE TO BE PRESTRESSED. and (2) 91 bars vert, toad into lintels above thicken edge to a'x8' #5 bar vert. w/ 30" overlap is Mortar and M Provl p to be Type "Me ony pro portioned�per FBC R401.1 rtar joints shall comply with FBC RLO1.2.1. Dur-O-Rack at all wet areas (e)L showers, tuba etc...) with concrete and at each filled call one #5 bar continuous Fill cal with concrete and BEYOND Rear Patio/Slab to (1) #5 or Vert. (typical). be flush with bottom or ex. 48" un acing shall not exceed sea otherwise noted or sliding dorecess. Wood see f ndation plan notes for Top or Tooter IL" below finished floor Base spaein at openings Step per foundation plan Slope foundation plan `r 4' VA.' # ties crate slab with fibermesh OR /10 WWM on 6 all Visqueen over compacted termite treated fill per a oil 'PAM = - MWA I i M VA �1 II ,WA 11 OWA M IIIIIIIIIIIIINEIN I! f i� II is IVA PAZ I I WA a WA AA Ar 11 Gulf Coast Suppig and MFG Sur Crimp Metal--rzz IN ii Mr i BI Islamism �NHIMIIIIIII" 221 IWO 0 I N w w � � X u O N A3 � C a LU =s w d u ,. cLL v L__00 c!) q '1- C4 s Iul fy O I Y NONE IIIIIIIIII ETA 2 ETA 20 Provide ror gutter Provide doisn t Simpson HETA 20 � � i f i l l l- Provide downspout IIII III _ hurricane anchor at each truss ap _ - ( 24" o.c.) supporting Max. WED FOR IIIIIIIIII IIII s;.'.�:.:':� `-::.' s ::III—IIII IIII IIII IIII - � �i PP 9 RETIE 111 i I Hill i 1111 FI 1810 lbs. uplift CODC0'2%APL�AA10E -IIII—III _-- III TL.Iwcal Section at 9ront F orch ST. LUCI COUNTY Scale : 1/2" = 1'-0" 11 Braden I Braden AIAe PA Wun io Building Corp. Date Drawn Revision& : Sheet Comm # CMtecta —Planners REAR 3-28-18 5-23-I8 Garage floor slope and I1 S.E. Coconut Avenue T H WINDSOR PORCH Drawn bg: smoke detector revision Tel : (112) 287-8258 I I C.C.u. 4. 15-159B Fax : (1i2) 281-8283 RIGHT E-mail: bradenaiascomcast.net Spanish Lakes Checked bg:Impact Stuart. L 3499L #AA 0000 2 S • Lucie County Florida D.R.B. L I OF 5 1-2-19 Opt. PATIO/51LAB NOT INCLU - - PANEL "A" - P'l"I sit Load Wne Doaanptrx, ca'ci aa'c8 Doaanpuan Wee Load 15R Pdee 1 20 1.2 ko $12 Rerngeratar I R Bi 12.0 ke 60 2 1 20 1.2 ko 812 Clothes Washer 3 I 20 ix ko 812 Kitchen S.A.C. 5 i D er 810 5.0 ko 30 2 1 20 1.6 ko #12 Kitchen S.A.C. 9 I ZO BIZM;10 Racepta 9 10 Ae 810 5.0 ke 30 2 1 20 1.2 ka 812er 11 12 1 20 1.2 ke 812 13 H AF Hand 810 5.0 km 30 2 I is - 814 Lighting 15 IiI Is - 814 Lighting 11 In WH 810 6.0 ke 26 2 I16 814 Lighting 14 20I I6 414 Lighting 21 22 GDo $12 0.81 K 20 1 1 15 Bl4 Lighting 23 Z4 Spre swe 25 26 spare Spare Z1 28 6pry 8pen 14 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description atm. Watts Total(Watts) Small, Appliance, Clreult(e)................................... Re+ige......................................................... Microwave ................................................ ......Pr Dish Waaher.................................................. ................................................................. 14th4A. w.aehar............................................... Clothte..1?rger................................................ Water Heater .............. Garage, Dooi ,Opener ....................................... 1135 3 5206 2 I,500 3,000 1 12 000 12.000 I 1200 1 00 1 1500 I 00 1 1.200 1,200 I 1.200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35AI6 First 10000 Watts 9100% 1 10,000 10.000 Remainder 26AI6 e40% 1 10 10246 Electric Heat or A/C 10.000 065% i 10,000 10,000 Calculated Load Watts 30,241P Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = ISO Amps Electrical S mbol Legend 5 single lode Switch ® 1 Reused Can Light Sa Double role Switch Egebdl Recessed Fa Push Button Switch ,rs' Exhaust Pan "8 Duplex Outlet ¢Cohn Mounted Light Special Receptacle ♦ Wall Mounted Light Waterproof grownd fault artist Light with Pull Chain (attic) Ploy Duplex Outlet c Computsr Connection Jack ® Carbon MonaRido Detector 4& Flood Light T Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector � Calling Pan ® Tolevusan Jack Telephone Jack 6' ac Disc A/C Disconnect ® I x 4 Fkxeaaent Li ® 2 x 4 Florescent, L%ht ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN Q = THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C des. (3) #1 THHN Copper 2' PVC Schedule 40 conduit Ac PANEL 200a rated meter can 2" PVC schedule 2' ma mill ELECTRICAL RISER #2/0 AL SER Cable With #1 Grnd 2' PVC Schedule_ 40 conduit *leave into attic 200a rated _J,�r meter can 1 bonding p°"d 2" PVC schedule 2" wig ALTERNATE SER lso PANEL bonding Pont - ELECT. RISER AL-CU L di I HTS -Contractor shall use AL -GU Lansing lugs. wile -Contractor shall - Contractor shall use an wig ugs. torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verifu AIC/KIC Rating pnor to ordering ELECTRIC NOTES: 1. Use copper wire only from panel to devices 2. Provide and wire all required smoke E Carbon Monoxide detectors. 3. Contractor to veriPg location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. L. Recessed cane to be installed per NFPA requirements. 1. Tamper reactant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comp) w/ FBC RM1402 9. A(C Refri t lines that are run hru slabs must be sleeved in �� 10. ALL A/C Equipment shall comply with anargg calculation 11. All work shall be performed bg a licensed electrical contractor, the completed stem shall be fully operative. 12. Contractor shall pag for all�reee permits, teaLing, and inspn ectioincluding blower testingwhere required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public babilitg and propertg damage for the AiC 124 CFM IOxIOX6 MASTER' BEDROOM 124 CFM IOxIOX& 8x4x4 60 CFM "3114 9 CFM OSET DRYER ASHER LAUNDRY III CFM 12xLx, SECOND BEDROOM 12xi2x8 B/A I ,� THIRD BEDROOM 100 CFM 104346 150 Amp Panel GOLF CART GARAGE I I I I I I I BxxI2 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not lees than two gears from ordering. The contractor shall provide circwt routings to the date of acceptance or certificate of occupancy, or one suit the job condition& gear 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 charge and shall include replacements or repair of ang or as selected bg others. other phase of installation that mall have been damaged. 16. It is net the intent of these plans to show every minor detail 22. All racewags and pipes placed in or through still concrete be spaced a minimum of three diameters of the of construction. The contractor shall furnish and install for a complete electrical agatem and provide all slab shall largest conduit or pipe from any other service. all items the requirements necessarg for the equipment to be placed in 23. All exposed wire below 9'-1" shall be installed in metal EMT 11. proper working order. All work shall be done in accordance with the N.E.C. and conduit.NEENEENOM shall comply with all local codes and ordinances, and shall 24. D__rgger Vents to be installed per meet all standard requirements of the local electric utility FSC RMIS02 and telephone company. 18. The electrical agatem shall be completelg and effectively grounded as required bg the latest edition of the N.E.C. 19. All material shall be now and shall bear underwriters' label& where applicable. 141 CFM IO3dox9 12• 144 20x2O rti�2 Iia I I I I ORCH 141 CFM IOxlOx'1 EATI ROOM I I I I I I I 141 CFM IOxIOxi I DINING ROOM I - I I I DW �J I I I 124 CPM IOWOxt ITCH!EN I MICROWAVE 1 3 TON sale Nox-vENT I SEE MANUAL r r $ CN!"` and Brier" 1- - ° - - - Calculation for Unit linfo � Steel Ballard " se detail on this sheet r �2" x �4� I Attic Access eRii kM GARAGE r-----------------1 I I I I I I I I I I I I I I I I I I I I I I 1 t Braden AIIA. 4P'chlrtecta - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 -marl: bradenaiaecomcast.net Install oulet under disc, not shown for clarity U Q MASTER BEDROOM 1 .Pell CLOSE PORCH WP GFCI S ®A GREAT ROOM DINING ROOM I � _ FCI � I l GFC I I C.M. Detector I I I 1 on[ yg per FBC R314.3 tT�HE> I I i II i I / $r CLEAR - - / ENING J - FCI GFCI / FCI THIRD s W.H. - 4"a Steel 5allthi BE D R O O l;'I- - -5 See detail on his sheet i'r I F= o I $- r-A22rxxA6co4i•.s , I 7_ 1 LOCATION PANEL z V < GARAGE 1 FGI h Feel/ ?/�� GFCI u 150 Amp \! J Panel GFci GFCI \ / r-------------- Die \ va / I a Door 1 jOpener Opener j GOLF CART; GARAGE I I I I I GFCI 1 I 1 I I GFCI to garage lights I I r � ELECTRICAL FLAN -`---, Past Light with SCALE: 1/4" = 1'-O" Photo cell Center Post Light between dm►e"lls SECOND I BEDROOM/ I / I � I -' I rttic Venting Calculations otal Attic Space as 2'101 sq. It. BC 2309. renting Ratio 1/150 = 18.00 sq, ft. requires 'rovide A Continuous Vented Soffit Winne Building Corp. THE WINDSOR S anish Lakes S. Lucie County Florida a Wire For Front Post Light Date Drawn : Revisions REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked by: D.R.B. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Sheet Comm # -1 15-159B Impact A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. _5PAGING NOTE ALL TRUSSES ARE TO BE SET A` 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. F1 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Spannj,or less 462 degrees or less r— / � p — / S,DCr1 QpprOX. og Llne REFER I BCSi russ must be set this Wcy If crone used. -ass s an example your s may not matcn. as'ist Crone operator sets truss this way. 30' to 60' Span All Spreader Bar ]'a9 -_Approx 2/3 tom Une 1/2 of Span REFER TO BCSI :ss must be set this way if crane used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AItR HAN�I—ER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS N e CARRIER LOCATED AS cIMENSia RID 01 AICUT ' 30' U C. rF CORRIlAcKc""i o"Lv CORNER DETAIL _ OVERHANGS NOT SHOWN FOR CLARITY 'I' upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL_ SHOULD BE SHIPPED AND SUCCESCIFULLY SET BEFORE ANY MORE TRUSSES ARE BUNT FOR THAT MODE. ARRANGE WITH CRANE OPERATOR IN ADVANCE OR A SPREADER BAR OF 18' - 24' IN LENGTH !,7 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I / INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR I � 1 to n n n n n l n n r n n n n rn cn J1 J1 F- J3 J3 � J5 J5 GRA A Al I I 1 I t r A3 r A4 io 1' A5 A5rr I r A5 I I L. A5 It A` A5 I I I. I A5 r A5 1 2. 21 112 A5 T.- A5 N !is A5 I I' 1 l A5 " f A5 i A5 t 1 A5 ,I a I �r• AT .. At 7777_ ATA INVERTED "V" WEBS AT CENTER o Vi B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U AT AT � AT B e CV B T SETBACK BOSTON HIP BHA fix, z b J5 70 JS � J i I_ J3 i J3 J1 J1 / / r un L n-Il n niln n n n n n n n n � 14'-4" IX' PORCH RIGHT I ON 0 e� la 01 Mill at Ell I I I I i' CLOU ED AREAS ARE OF SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY 1 INDICATE DEVIATION FROM \, PLANS PORCH LEFT II FABRICATION AGREEMENT . TRUSSES CANNOT ft STARTED UNTIL T1113 AGREEMENT 19 SIGNED 6 RETURNED The legal description of the property where the trusses will be Installed Is: .The undersigned acknowledges andn stirot agrees: whlchkthe soelauthodtyfordeteiminln�.s ebce thla Wse placement diagram layout, 2,A11 dim' In thla layout have been av rifled by the odorspnedNasea. .3. Unless written notice la provided by 0' d mall to Chambers Trues within ten (10) days o/ daflvery the undersigned agrees that no baakcharge I will be allowed..In the event such wrinen roam Ia fumlehed Chambers Truss shall have throe %31 bussltnoes days n wPooh to begin repairs required, or to subetlMe other trusses, et Chambers optl�n. 4. The undereigned acknowledges lecalpt oBCSI 1-0t summary sheet by TPI 8 WTCA a. Deavery b to Job rite, n Is the buyare'reaponelblllty to make the Job aka sukable far delvery. Chambers Truce hea the Bole authority to determine the aultablltty Ora Job site f r Thebuys of the Job she for dalWery. Chambers Ttvcs will be responalbla for dump delivery only. The buyer la reaponalbls for addklonal dellvev e><psncee tf Chembere Truss has to Fey 0In", because job eke le riot prepared for delivery or buyer la not prepared for delivery of taus ve. Buyer li responsible to Chembere 7ruas Por tovAng coats due to eke contlllions: e. Pike ae shown In peregreph 7 below le eubJed to change M any changes ere, made It, this; This A Sag per hour tea for reNelons may be charged by Chambers Truss, 7: 7hle Is a PURCHASE ORDER to Chambers, Truss of the sum agreed try or k na:. agreement a reasonable price. Invoice w111 be made on delivery end paid within terms of not 'on deMery. Involcs may be made et scheduled on delivery If buyer cannot accePi delivery of fabricated male The undersigned agrees to pay Una mbere.TNss reasonable att;ne s !ee for colleotlbna In event of payment not timely made. t•12 %per month seNJce charya wlk be added for all auma nol peld'wlthln }erma. 6. Signature or Initials anywhere on this sheet0. constitutes agreement to ell farms herein. con oonalderaUan of Chambers hula extending credk for Nls materiel the undersigned uncmbersnegy guerentea peymant when due of any end all Indabtedneac owed to 'Chambers Trues by any entity receiving material and the undersigned agrees to pay such Indabtednasa Induding attoma1.ya fees, k default kt payment for metedal be made by the redbo 10. In the event of any litigation County, Fconcaming this agreement, the Name famished hereunder be Saint payments referred to herein, the, parties agree that the sole venue for any such aotlon will be er,daFlorida. 11. Design reaponalbllrylea are per "NatlORAI Standard And Recbmmended Guldellnes On Rai ponsibilltlas For COn$trucaon Using Metal Plate Connected Wood Trusses 4NSIfrPUWTCA 4-2002" )ATED .. +rt TITLE . 7-7--1^- � �r 1. w Pruygm relay& damage• 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 rOsponslblllty of the truss erector. Study the contents of the Information packet Included on delivery before setting truease. Thesesmustb lsoliandbrac�dpertiestgntoPiDwIthitay&damage, Trusses must be set plumb and square Do not sat 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 TRusSFc rn ear rol iali a CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerl Florida 34902.6423 800-551-5932 Fort Pierce772-465-2012 Fax 772-465.8711 Vero Beach 772-569-2012 Stuart 772-2a6.9302 ' "•r-� m..,, ruauveecrlans:5 r:nu . itect's ar Architect's representative`s i shop drawing approval is NOT a "double check" of the contractor. The contractors all 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 upllfk loads and thou roe a tive lroved By; /ar A r J_ 92.0/93.2 MITEK 4.2 F;'raden Braden J.A.A,.A-_-- DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. c Top Chord Live 20 M Top Chord Dead 7 4.2 to ` c Bottom Chord Live 10 Non -Concurrent w 'o Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 w H Duration Factor 1.25 r(� Wind Speed 165mph cc T Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. a :El Highest Mean Height 15'-0" 3 Building Type ENCLOSED v �l Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W F- (n a 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date: 10/07/15 Revised: oNfWWED FOR FOR CODE COMPLIANCE WYNNE BUILDING CORP �"UC'E� IB®V/P+.��meOUN rY V DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7 6�, S 3 M 11392