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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing PL #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 (type 2) 30 lb felt underlagment installed with min. 4 side laps and i' 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 truss@& using attachment detml on this sheet 12 4 SLOPE r i O.H.r� COVERED PORCH ----..-,- L7111`1Columns with 5/8" thick x 13% cut 5/8" thick cut coral coral finished stucco bands finished stucco bands ICON SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 ode laps and 0 end I" fastened with corrosion resistant tin caps and with 1.25" ring shank nails —� @paced L o.c. at all laps and two staggered, rows 12" o.c. m field. Attach deck to trusses using attachment detal-on this sheet / e RIGHT AEH I_ H � v. I u�* 5/8" thick light textured stucco on typical concrete block construction Finished Floor 5/8" thick light textured stucco an tylcal concrete block construction SCALE: 1/4' - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end laps fastened with 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 detail on this sheet 12 4 SLOPE 12" H. GRESS COVERED PORCH rWC7W= two 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELE\/ATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #111.51.12 2i ga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" wood screws with self sealing Washer at 12" o.c. max spacing over ASTM D 11 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 laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 0'-0" = Finished Floor SCALE: 1/4' - II i/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nmis. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with lOd ring shank galvanized nails into truss webbing. 12 4 SLOPE 8'-1' BEARINi 12" 12„ 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate I e 1/2' drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at It," o.c. base board 2" x 4' P T bottom plate r+--Te >r '"S"'�'s� :'?+a •sill r .CSC: ,., k"'�4� r• x h f 'C S 4' concrete slab with lubermesh OR VxV #10/10 WWM on i mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition Elr y en 4 iraden ,��, �� >, A li Building Corp. 411 S.E. Coconut Avenue N 4° '' �� IjN D O c Tel : ('112) 281-8258 Fax : (112) 281-8283 anth LakesE-marl: bradenala m st.net o Aruwrr IFI �4AgG ieAAertnnnna� CAS Counti Florida NJ 1[gimmal "I 110-9i]IMM FR'ONT ELEVATION 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 BuildinI Deign is: Enclosed Risk Category. If Wind Velocity: IL5 mph ultimate Mean Root Height: IIII'-OO• Roor Pitch: 4.12 Internal Pressure ant: ta_1e Subjectability to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4" Wind Speed: Ii5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD desi n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LI�L Components t Cladding Wind Pressure (NET) Roof Zone. 1. +20.111 pat Roof Zone: 2. +20.6/-51.0 pal Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) Wall Zone. 5.+35.8/-41.8 pal Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3ps► Shear Walls Considered for Structure? yes Continuous Load Path Provided? YYeeaa Are Components an Cladding Dwell@ Provided? Yes Minimum Sal Bearing Preswre: si, Presumptive: X 50 Test: pss FEE9ODUG AP R VAL FOR -IMA T -PROTECTION- FOR O E I ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 45 tzar FLOOR DEAD LOAD: 10 pat JOB ADDRESS: "k Model: Date Drawn t evlslona I T c 3-28-18 5-23-18 Gdrdg1 REAR PORCH Drawn bg: am� date LEFT Checked bg: REV OMP� ANCE D.R.B. CODE COM NTY 13OCC7) - Roof Zia I ® Wab Zone 4 - Roof Zone 2 Walls Zone 5 END ZONE - Corner Zones hoof Zorn 3 Sheet Comm _ 15-15sB Impact OF 5 r FLOOR O * I Recess top plate n x 3/80d I� for steel support an CRASH POST DETAIL_ we detail on this cheat \ TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. C I. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter proceeding with work. steel crash post. Floor Steel countertop support angle p g Flange with 4 - 3/8" Install V from each end and _ 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanslon bolts Into one In center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t so ksw steel plate) we angle detail a minimum IAOO P.S.I. fiber stress. 4. No dissimilar metals to touch. A ` al I/2' drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord "3/e of trusses with screws per FBC R102.3.5. 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. 12. Lowest finished floor to be set bg Governing Building Department 2'/a" 2h" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.4 V 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 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exrjosed 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. R314 - see permit info box of code edition 18. G psum board material shall conform to ASTM C34, C19, C415, C514, CL30, C931 C%O, C1002, C1041,C1111, C1118, C1218, C1395, or C139L and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Momorof Max. spacing fasteners Nail string optiana for drywall At Mammum installation of into wood fraim members Nails Scraws 2' x min. t ieknea Ceiling Perpendicular 24" 1' 12' 13ga 13/8" long with 19/L4' head 0.098" diameter x 1 1/4' long annular -ringed or 5d coder nail OR 0.080" dia. xx 1 5/8' long with Walls Either It, 8• 160 Direction 16144" head R Gygpsum board nail 0.0860 dia. x 1 5/8' with 9/320 head. Ceding Perpendicular 24" 1• 12' 13go i 5/8" long with I9/64" head 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail 0.092" dia. xR 1 1/8' long with Walls Either IL' g IL' Direction 1/4' head OR G pawn board nail 0.01115' dia. x 1/8' with 19/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum 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 accompan ing smoke developed index not to exceed 450 when tested in accordance witlii 4STM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails �e s aced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach ck to trusses using attachment detail on this sheet Counter top - verily type with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bare vert. tied into lintels above Base cabinet N 2' x 8' wood studs at IL" o.c. 2" x 8' PT wood plate KITCHEN ISLAND FRAMING DETAIL MASTER 00•.,. 2'.1 BATH Oct I 2' LAW l KITCHEN I, HI' �. I ��( i I r AAv LAUNDRY 2" ,, js� i tAV-I " z•I I 3 I I I i t��.� 2. 2'2' tAw� I I i � � J ...� 3' a, B BATH 82 3. SANITARY RISER "to Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-6Ya"x 4'-L ia" 64%"x 64Ya" Smigle Haim ZONE 4 2. L'-2Ya"x 6'-3 %a" 16' x L3 Y4" Single Hamm ZONE 4 2'-2' x V-216" 21Y2"x 38%' single Haig ZONE 4 V-1" x 6'-3 ia' 38' x L3'14, Single Hamm ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures In permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction Door Schedule , Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X i'-O' 108' x 84" overhead Garage Door ZONE 4 B 3'-0' X 6'-8" 410i4' x 81 P6wgkm Panel - lnimM ZONE 4 C L'-O' X 6'-84 14' x 81 i," Sliding Glee boa ZONE i D 2'-0' X V-8' Solid Cam - Wood - L-PwM -Br-Fold Fm mW 24' x 81 h" E 2'-V X V-Se Solid Coin - Wood - L-PwW F 5'-0' X V-e" Solid Come - Wood - (P-Panel - BI-Fobs G '-8' x C-8' x 1 N" Solid Care Wood, Steal, or Masauta Door H T-8' X L'-8" Solid Cie - Wood - L-Panel J 2'-L" X 1.'-8" 1 Solid Cam - Wood - L-Panel - Be-Fale 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 by contractor with manufacturers specs prior to construction in permit Info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurricane anchor at each truss 12 Masonry Beam with (10) IOd x 1 I/2' nailsI' x 0 P.T. Buck nailed to ( 24' o.c.) supporting Max. 4 e!7PRE�_:V24"o.c.GINEERED TRUSSES block with case hardened nails 18101ba. uplift Ar TYPICAL prior to door at men (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2' drywall with smooth fnweh 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan fall o vent vinYI soffit installed precast lintel filled with concrete and (U #5 uwnngp 1/8 die shank x 1.5' long gaiv. bar cant. For bottom row over openings rodng nails arth 3/8" dia. head per product approval - sea chart sheet $1 1/2" drywall over Is x furringg stripps at IL" o.c. with R4.1 fr-fan lnsulatron on typical 8' Block walla 5/8' thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and &hall meet all pertaining ASTM codes. block construction W Mortar to be Tgpe "M' only proportioned per FBC R401.I and Mortar fonts shall comply with FBC R401.2.1. Provide Dur-O-Rack at all wet areas lax showers. tuba etc...) #5 bar vert. w/ 30" overlap (Fp l u5 llba it concrt concrete at each filled cell yP Max. spacing &hall not exceed Wood 48" unless otherwise noted Base see Foundation plan notes for spacing at openings 4" concrete slab With fibermash OR VxV #10/10 WWM on L mil Vwsqueen over clean compacted termite treated fill Grade i�ii I i11� i�ii �111 i111 III 1111= IIII1 III II IIII 14" x 14" Concrete footing 1 with (2) #5 bar& cont.and #5 transverse bars at 48" o.c. TYFICA1_ SECTION : 1/2" = 1'-0" Attach buck to block wall with 1/4' dia. Elio cone across with min. 1 1/4' penetration at 12' oc. max and 4' max from each caner thru E fear 2" x L' PT Buck Wlor nn e8 Wood serves thru jmnb into buck Detail P each longs and ac. wax and erx at Door nor to agar attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION r Install wmdawe thru buck into black with 3/16' tap -can with 1 1/2' penetration at 6' ox. max from • oh envier and 20" wpe. mink tharasf�.er at deans and Exterior face at lies and a per product approval of way Busk to be I" x 4' PT I"x4' P.T. Buck nailed to Detail IIwith case hardened nails at Windows prior to window attachment NTS 2" Verify attachment hole location with GC prior to fabrication 3/e" steel 6" COUNTER TOF BRACKET DETAIL Install SGD thru buck into " block With 3/I6" tap -con with 1 1/2" penetration at C o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3AL" tap -con with 0 0 1 1/2" penetration at Is o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval Is x V P.T. Buck nailed to block with cam hardened nails Head prior to door attachment fixed door sliding door Masonry Wall11/2-7 n V Bottom Trac Tgpical Flooring Sill Install SGD thru buck into block with 3/IL" tap -con with SIiding Door at L" max. Detail I from each corner .' from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden ! Braden AIIA, Architects - Planners 1B 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net I OD I Zj wr I in U 0 O 12" 8'-10 Y2" 12" 8'-10 Yz" Filled cell under girder above O I PORCH WIRE LATH t STUCCO CEILING 19'-9" N I I I I 8'-O" to 9'- " AFF EGRESS 13'-II" MASTER BEDROOM 8'-0" A.F.F. Flat Cedrng Vaulte Ceiling i rr Rod t Shelf GRE,A� ROOM M i BI OSE'P ar M L- - - - - (V ri Rod t Shelf I _ c I WASHER DRYER in I'LAUNDRY I 8'-0" o 9'-8" A.F.F. Allift Vaulted Ceiling I DINING ROOM I _ 1134® 9h led R 3/8" thick steel II counter tops to T counter top supports q0" overhang wall ounter t s to eq. eq. wrhang wal 1.5"rrity 6„ " - - - - ts 40 - - - '-4" h, Vanity to be 34 Y,"high , O 9' �mmic 1 DW 1 0 0 +41" high wallIF I SECOND I " KiTOHEN BEDROOM o 1 _ 8'-0" to 9'- " A,F.F.AL8'-0" A.F.F. - O Vaulted ailing peer cabinets to I Flat Ceiling extend ove Ref. I CR WAVE NON VENT REF. L � 38' CLEAR � oPSNmo w � - 12'-8° - - - -n bias Iriawanon � O - - - Ca H. .{Steel See Ballard doted on this sheet Provide auto closer O T THIRD BEDROOM W �� r----- Atti54'1 xAccess w I O c I 5 a O I o L 1 -Irglie - J 8'-0" A.F.F. AL B`-O" A.F.F. s Flat Calling Flat Ceding g ' ARAGEIn ® 4j in O lock wall in g rage to be ° ° MT ° ° O k + struck block 0 2'-8" j I° R-n Baca. lixaatlaa Provide auto 150 Am P EMERGENCY closer Panel r - - - -------------1 EGRESS -----------------1 I I B I Fri I I ° i o I � 1 IGOLF CART I GARAGE I r r O 0) W W W o e11 117-111 1EI° o - L� o eIF-jr-�ol 1717M] W W ® � 2'-8" 9'_0„ _� 2'-8„ ' 6,-4„ _� 8„ 9'-0„ 2,-8„ _� " J F 35'-O" Square Footage Breakdown Total A/C Space = 1.153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 eq. ft. Total Cubic Ft = 14,024 under Roof Total = 2,484 aq. ft. W nne BuildingCOr , p Date Orawn : Revielons : Sheet Comm # -II REAR 3-28-18 5-23-18 Garage floor slope and I T 1""i � I) I j * I W I I �l D S o R PORCH Drawn by: smoke detector revision 2. 15-158B LEFT C.C.U. Checked leg: REVIEWED FOR Impact S anish Lakes S. Lucie County Florida p R B CODE COMPLIANCE of 5 BOCC 0 5 I MUL_. I Ui"S/-�I_ INly I =C): I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL L3000 PSI OR 4,000 FBI GROUTS MiX AT 28LDAYS BE MIN. 3000 PSI 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL iS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL iN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR . SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, i A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOLADATION FLAN 1 b b tt d to the architect SCALE: i/4" = I'-O" I. Ang changes to pans must a su 1111 e 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 ang other conditions be encountered, the architect shall be notified in writing for revision 4. V erif g all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" o.c, max. Provide (1) filled cell on each side of openings up to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'—Oft to q'—lift and Provide (3) filled cells on each side of openings from 10'—Oft and up Contractor to see plans forang other condition used. Foundation walls shall have filled cells at 24s o.c. unless otherwise noted (see section) b. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Compang prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-14 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 vart. w/ EE TYPICAL 30" overlap ECTIONS at each filled call I TYP 4" concrete slab with fibermesh OR L'xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill III= I I I I I= 14% x 14"d concrete monolithic rooting with (2) #5 bars cunt. 14" �L FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. ;r l 10" (2) #5 bars Cont. bottom steel 2" 7 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-08, 12' x 12' concrete column biock Pilled with concrete and (2) #i bars Vert. tied into lintel* above Verify house slab height in held To¢ aP tooter IL" below finished floor- B Thicken edge to 8"x8" with concrete and one 45 bar continuous #5 bar wart. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ FOOTiNG SCHEDULE Mark Ssin Deae txel I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 14"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET x 30" x 1010 COLUMN FOOTING WITH (4) #5 BARS EACH WAY t12"WX x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-Oft X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermeeh OR vxV #10/10 WWM on 10 mil Visqueen over Pill AL 4' concrete slab with fibermesh OR V>V #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-Oft ®F 11.4 x 14'd concrete monolithic rooting with (2) #5 bars Cont. 14" )/ GARAGE CURB DETAIL SCALE 1/2" = I'- 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. �Z DET 4GE STEPDOWN SCALE 1/2" = 1'-018 Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfillrng and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re —treated With a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x L" PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 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 Conc. Fill To Be 3000 PSI See Floor Plan For Location Idd Double Filled Cell Column Single Filled Cell Column NTS NTS Braden 4 Braden AiA. Architects — Planners 411 S.E. Coconut Avenue NJ Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomcast.net Stunrt FL 9S490i4 2AAt_0e)e)L 12' x 12" concrete column block Pilled V PL. r- /-k I 1 t./ / 0 r_ with concrete and (2) #1 bars vert. tied I O into lintels above I35'-Oft 18'-10 Y2" ft 10'-oft in 4 T• J ® �L — J Filled cell under girder above I o o r p Rear Porch Slab to O I 4 W - be poured separately O from House Slab. a I 4 I � 15' -3" r- -- — —— PI — — — -i I I I FI I �4„ 1 L FI I In I Thicken footing to I 24"w x 14"d x 24"L I under filled cell 1 under girder bearing. J r—7---s— I •rFmg i — — — — FI Rear IPetio/Slab to = Fl ,p 1 be fluall with bottom of I u slidin door recess I ° ° 1 i slope I" I i F1 I ' ° -i i 1I I I I ° ° 4" ¢oncrete slab with flbermesFaf,over 6"x6"10/10 WWM on 6 mil Visq H.B, U v U I clash compacted termite treat ° FL 4 to I o 1 i- ° I I WASHER DRYER FI 1 h— I I I � ° I ° - o I FI I 11 O I I I °I 1° I ' r---' hn o �MI 1Dw� ° 1I F- 1 1 I 4" o ricrete slab with fibermesh OR FI 6"x6" /10 WWM on 6 mil Visqueen over CC clew compacted termite treated Pill 1 mNOx-VlNT I I ° Rer. 1 H.B. ° I 0 2 30PEHING Oo 4'W Steel Ballard See detail on this sheet - I r 2iF- 1 I Auz Access IL 1 1 5-23-1e I ° O 5-23-18 I Q 4 I I a I 6 I Metean r and panel el aide of IB — ®— � — — — — — — _ — — J owe held verify service location 150 APanemp I 4' 8 I ° [L 1 F- _i I r I O N 13'-0ftcc O - 13'-Oft 1 I a 1.5" Recess for ° 00 O ° .5" Recess for ° arage oor in °, arage oor i Wynne Building Corp. THE WINDSOR S anish Lakes S , >_ucie County Florida 9' -Oft L'-4" 9'-Oft In Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23—I8 Garage floor slope and smoke detector revision PORCH Drawn by: REVIEWED FOR 1�-158B LEFT C.C.U. Chocked by: CODE COMPLIANCE Impact D.R.B. ST. LUCIE COUNTY OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = ed ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgqwood 4. Use nails or screws bad on ress re for rop stated in permit info box on these pans ror zone 3 Kell Area Ede Field Fastener ax Zone 1 6" 6" ad ring shank 45 psf Zone 2 4 6" 8d ring shank -16 palf Zone 3 ed ring shank 84 psf ** Zone 3a `" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on res4ure for r of stated in permit Info box on these plgns for zone Concrete / Lintel Column Verify with Plan `1 Rebar to Lintel x BPB-OB/IT SPB-ID/IT SPO-18/2T OPIL-15/IT 019I6-I5/2T NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. endI 3. standard for reinf. steal=ASTM ALl5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. h Provide Cast -Crete BUS-OB/OT precast - lintel set in mortar Min. Mm. 8" Bearing 12"x 12" lumn Block Rebar Attachment Provide #5 bar set in pre -cast R O O F F ^ A N Scale c 1/2" = 1'-0" lintel into beam where length or the opening calls for it. — Overhan S at I'—O" Unle55 OtherWlSe noted On th15 Sheet ov'do PT Buck teehed per a;k I' :ails into Pdlsd cal 11 4' Pre -teat Sill s ! 1 td — Roof pitch at 4.12 unless otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior _ to construction for lagout and uplift verification Poured Filled Call — Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Company prior to truss construction N "Q Provide #5 bare with min. 48 bar overlap in filled cell. Tie LU �'amours illed call steel into continuous footer steel. COnereto Footing (see Pooter schedule to exact sizes) tofor to DETAIL AT WINDOW OPENING IN ® to C CBS WALL Scale: I/2" = I'-o" Q q o H nL hL W r_ a ei SINGLE PLY REAR GIRDER TRUSS u ., or/ a q u p© Nail 2' x 4' bhxdunp to vent. leg of E c _ truss oth IOd x IS rills at 4' 94. N u ci r Instal Salipsori MOT into aa1 Ne 3 (V thre mCo (A � truss aitbeM Arid al into n H W TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS ' 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire loth nailed to substrate through one layer of ASTM D Tgpa 2 felt paper using 8d nails. Substrate to be 19/3Z" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 21 ge. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin cape and with 1.25" ring shank Walla spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment dotal on this sheet Lintel Length Bar I Length Clear Span "A" Bars "B" Bars 2'-10" 2'-8" 1'-6" 2,#3 I none 3'-6" 3'-4" 2'-2" 2,#3 1 none 4'-0" 3'-10" 2'-8" 2 #3 1 none 4'-6" 4'-4" 3'-2" 2,43 1 none 5'-4" 5'-2" 4'-0" 2,43 1 none 5'-10" 5'-81, 4'-6" 2,#4 none 6'-6" 6'-4" 5'-4" 2,44 none T-6" 1'-0" 6'-2" 2#5 none 8'-4" l'-10" 1 T-0" 2.#5 more ALL reinforcing steel is grade 60 LINTEL SCHEDULE Mark WdLs $nt I G 8aat-Creai Rome or e Above Block DatumStaimi S� Tss�e.l >!me LL�aaLd� rfm I�ea�d) ff&L �Latsed L22 W-2' V-0 OPS-08/IT I 85 3064 11"1 1024 L31 fl- 6 4'-o' OFO-OB/IT 1 85 2541 so 1L3 L45 1 41-59 1 5'-100 01108-ODAT I 85 1105 101 331 LSO 5'-0' 011 SFB-OBAT I 85 1238 on 121 LLO V-B° 11-L' BFS-OB/rr 1 86 105 121 934 LBO 01 T1 OP8-10/2T 1 #6 2 86 152 1 sell 912 L10 T-Om 10'-L' BPS-I8/27 I 8s 2 #6 L43 5bo 401 L10B 1'-0' 10'-L' OPIL-15/2T ONE 1 a5 2 #5 1633 1103 401 LI00 101 II'-4' OFO-ID/2T 1 #5 2 #6 582 "4 452 1.I006 10'-0' II SPIL-53/2T ONE 1 85 2 85 Is" IOU 492 L120 12'-0' IV-4' 0130-I5/2T 1 86 1 2 1 85 4T 420 $24 L1205 12'-O' IV-4' OFIL-11I ONE I 2 85 1015 Tlo $24 LHO III 16'-4' SPIL-0/2T ONE 1 2 65 1250 604 26el LILO UI IT-4' OPS-15/2T 1 E85.2 2 86 $00 M2 M4 LWS IL'-0' IT-4' SFBL-8s/2T ONE I 1 #6 1 q60 900 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) lad x 1 1/2' nmis - 1 24" o.c.) suppporting Max. 18101bs. up It Aluminum Dnp _ Edge f. Fascia 12" 2' x V Kaycan full o vent viaYl soffit installed using 1/8' dia shank x IS' long gale. rooting nwls with 3/8' dia. head per product approval - we than *beet #1 12' x 12' concrete column block filled with concrete and (2) #1 bar* vart. tie into lintels above thicken edge to 8"xS' with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below finished floor 1 /Y Aluminum Dnp - Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) 10d " Is at each web \ M-nb lath vertical wood a to provide :rattan into 3/4' parietrauon eembers 5/8' thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each Pilled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — a Slope per foundation plan 777 PrTMr Brace Gable end with 2" x 4' SYP #2 slit back nailed to bottom Of top chords using (2) IOd nails at each truss RE -ENGINEERED WOvu I icuaaca a 24"o.c. TYPICAL ( shop drawings by manufacturer ) 11R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete .and (1) #5 bar cunt. in each row. Substitute recast lintel filled with concrete and (1) #5 or Cont. for bottom row over openings 1/2" dreall over I" x furrin strips at 14" o.c. with R4.1 i-Pod -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type 'M" only proportioned Der FBC R401.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L'xL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill ==IIII —III=IIII_ ���IIII� �1111--III;i'i'� ,,,,Ili Tqpical Section at Front Porch Scale : 1/2" = I'-0" N W Provide downspout Strap truss to wall usin g Simpson MGT with Simpson HETA 20 5/8' din. into threaded rod with min 12" beam either wet set or in embedment epoxy with hurricane anchor at each truss (22) IOd nails into truss Add blocking to 24" o.C.) sup ortln Max. p g truss leg per detail on this sheet ETA 20 1810 lbs. uplift INS L4 I EVE WwAe"A INS M F, r• I I =i, al PAr mum 11WA&III, W_n A EVAN 1 I I WA Wal 03, VA mu 0 I I N WAN EWA 0 WA 0 INA lm EVA 11OW4 'Art I I PA �rA -OWN ­,111WRI �=;,'ia6rmeasinstta'nntaLat'i'naucaps MA min. -r Mal iapa ono 6 on and with 1.25" ring shank nalials and two sta gered rows 12' o.c. in field. Attach ackrait d -7 this skeet I 11 rAdWA, EdwAffi Attic Ac"w e Is 8 III' Mile Flo kris CHETA 20 D �-I �� ETA 20� Provide for gutter Simpson HETA Z hurricane anchor at each truss Provide downspout ( 24" O.c.) supporting Max. 1810 lbs. uplift N a W a to go d0�1 N to Zi H i° n- N W =s a ui Q C •• � �1O o0 W m cnto • - v_ tV s - PANEL "Ai, Poin BR Lead I Wee Drsenption n'es jewel I Demorperan Wire Load BR PAM 1 20 1.2 ke s12 Rernwater I Rense mi 12.0 ke 60 2 1 20 L2 ke 812 Clothes Washer 3 1 20 L5 ks $12 Kitchen S.A.C. 6 L Orger m10 6.0 ko 3o 2 1 20 L6 Its e12 Kitchen S.A.C. 7 a 1 20 $12 Bathroom R"to 9 10 Air C m10 5.0 ke 30 2 — 1 20 1.2 ke e12 Dialwaabr 11 12 1 20 1.2 ke e12 Microww 19 14 Air HandHandkir #10 5.0 ko 3o 2 1 115, — 014 General LIVmg 16 it 1 15 e14 General Lighting IT la WH 010 5.0 ke 25 2 — 1 15 — $14 General Lighting 19 20 1 15 $14 General Lighting 21 22 Goo 012 0.41 KW 20 1 — I Is — e14 General Lighting 23 24 Spare Spare 26 26 spare Spar. 21 20 spare Spam 79 30 spare PANEL "A" LOAD CALCULATION SHEET Load Description City. Watts Total(Watts) General Lighting 13, watts aq; ft.)........................ $melt .APDUpnc@, CirpplQi4>................................... Rena!......................................................... Refrigerot.................................................. Mlerowave .Dish .Washer ................................................... �lothFs Ws.!her............................................... clothe.,>��d�r................................................ Water Heater .............. Geroge:Door_Opener...................................... nis 3 5,205 2 100 3,000 1 12,000 12,000 I L200 1.200 1 100 1,500 1 I o0 1 Oo 1 1.200 1.200 1 5,000 5,000 1 4 00' 4.500 1 810 810 Total Watts 35AI5 First 10000 Watts 9100% 1 110,000 10 000 Remainder 25,N5 e40% 1 O 10,24i Electric Heat or A/C 10.000 e65% 1 10.000 10,000 Calculated Load Watts 30.24E Voltage 240 Calculated Wattage Divided by Voltage - Total Amps I24.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Palo Satoh ® Recessed Can Light $j Double Pole Batch ® Egailmill Recessed s Push Button Switch _0t Exhaust Pan —8 D Outlet Calling Mounted Light Special Receptacle ♦ Wall Mounted Light a�Laterpr grounda t cir Light with Pull Chan (attic) ® Floor Duplex Outlet O Computer Connection Jack ® Carbon Monoxide Detector 4 f Fkxrd Light T1) Thermostat m al"trical Panel 0 Central Vac 8 Electrical Meter ® Smoke Detects Calling Pan ® Tehmsion Jack ® Talephaxe Jack c A/C Disconnect cNim I x 4 Plorescerrt Light 4 florescent Lr t Speaker Hook —Up = JUNCTION BOX TO SUPPORT A FAN (D- THERMOSTAT LOCATION B/A = BALANCED AIR MEC Q ANICAL LAYOUT SCALE: lkl" = 1'-0" FIELD VERIPY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. Cable (3) sl THHN Copper S With ul GrndER 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve MP MCH Into attic MCS PANEL AHU PANEL AHU 200a rated 200a rated meter can meter can 2" PVC schedule rv'w'w 2" rid nods ELECTRICAL RISER bonding pant ( — Contractor shall use AL—CU Landing lugs. — Conttractor shall torque lugs I.A.W. manufacturers recommendations which I shall be verified prior to construction Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: Interayatem bonding 2" PVC ( FPL Termination pant schedule 80 v�r'1r�P1r+.r'1nP1r.P'1 2" maid service PPL I grand reds _ ALTERNATE SERVICE ELECT. RISER NTs — Contractor shall use AL—CU Landing lugs. NTS — Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t — Verify AIC/KIC Rating prior to ordering equipment 3 TON SEE MANUAL 'J' and Energy9 Cah:ul for Unit mto AiC PORCH 141 CFM IOxdOx1 GREAT 141 CPM 1011111100 DINING 1 ROOM 1 I ry I I DW 1 e I I I 124 CPM I IOXIOX6 KITCHEN MHON V9NT I REP. 10 C)l 3a• CLEAR H. 404 Steel Bayard See detail on this sheet r 2F x il;;�— 1 I Attic L_____� 141 CPM iOXIOxi GARAGE r----------------- I I I I I I I I I I I I I I i I I I I I I. Use copper wire onlil from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less from 20. All equipment and panel sizes shall be verified before 2. Provide and wire ail required smoke f Carbon of a period of not than two gears ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate or occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing eels 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 replacement& or repair of any or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. L. 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 of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. e. 9. A/C Return Air Balance Must complyy w/ FBC RM1102 A(C Refrl�ac�rLt the requirements necessary for the equipment to be placed in lines that are run thru slabs moat be sleeved PVG proper working order. 23. All exposed wire below 9'—I" shall be Installed in metal EMT 10. in ALL A/C Equipment shall comply with energy calculation li. All work shall be done in accordance with the N.E.C. and conduit. II. All work shall be performed bg a licensed electrical shall comply with all local codes and ordinances, and shall meet all standArd requirements of the local electric utility 24. Dirgger Vents to be installed per FSC RMI502 12. contractor, the completed slatem shall be fully operative. Contractor for roes, and telephone company. shall peg all permits, testing, and blower nspectlona including testing where regwred. 18. The electrical agetem shall be completely and effectively interference with the progress of construction. grounded as required by the latest edition of the N.E.C. sa 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the bubhc Ilabilitu and broberta damaee Per the labels where abbhcable. 12x2x B/A r—m `,� I- 8x4x4 9 CPM LOSE WASHER DRYER LAUNDRY 124 CFM IOx 1Oxi 124 CPM IOxlOxi ti rL� daiwo B/A 8x4x4 50 CPM e 0 its Claim i �I 8x4x4 LT4, r 1+x - J2:d2w8 Ill CPM 12xix'1 SECOND BEDROOM 2Ox20 __�I2x12xe B/A THIRD Jill BEDROOM � O(� I I I IOOX(P)d �QPM T I 1 ISZI 150 Amp Panel GOLF CART GARAGE I I I I I I e raden t Braden AA Arclvtects - Planners 411 S.E. Coconut Avenue Tel (1i2) 281-8258 Fax : (712) 281-8283 E-mail: bradenaiaecomcast.net WP GFCI Install oulet under disc. not shown for N claritu Q L 0 Q AiC Wire For Front Post Light PORCH I> WF GFCI 4 / MASTER BEDROOM � 1 ` I I I I � GREA_ROOM I I LOSET 1 \ \ WASHER LDRYER / \ LAUNDRY vP DINING I \\\ �` \I ROOM I , �P IN. �1 Union r s Wunrle Building Care Spaniah Lakes St. Lucie Countg Florida l\ SECOND I e�3EDR®®M 1 \ THIRD ----BEDROOM e � GARAGE / / GFCI A \ \ GFC r te°iCnr 1 / ISO Amp L GFCI _----- // GFCI LI ----Panel , ®- ------ r� �- Garage I \ r Garage Door I ro• Door Opener I \ ° I Opener I I 1► G GARAGE T I � I I to garage) ghts GFC1 I I GFcI I I I I n (Y WP GFCI ELECTRICAL FLAN Post Light with Photo call SCALE: 114" = 1'-0" Center Post Light between driv@" s Attic Ventincl Calculations Total Attic Space = 2101 sq.. ft. Venting Ratio 1/150 = 18.00 sy. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn I evislons ;0=24=14 -23-18 Garage floor slope and A in '' Drawn by smoke detector revision _ �i EViEWED FOR c.c.u. 1 II .. Checked bg: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY chant Comm # M a '[1 p A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 51PAGING NOTE ALLTRU55ES ARE TO BE5ET A" 2'-C: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. AL n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span,or less Al 30' to 60' Span 6,O decree- Spreader Bar Orsss ( 2 '. ,9--Approx 2/3 to_le s 'Oy ,._ re pan approx.Line 1/2-0f Span REFER 70 BCS REFER TO BCSI rl! Truss rust be set c sway _ crane ,.sad Truss. must be set this way if crane used. � e Truss son example, your t ss may not motnn This is an example, truss may not match Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, 4 beams & lintels must be in place at indicated height before trusses Q are installed. AIR HAN�1—�R 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. ISEAT PLATES BY CHAMBERS 12 4.00 io 8' L 1, I upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 i 00 Y81 _12: 2.00 Cl) upset=1/4" heel=3 15116" INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES " SUPPLIED BY BUILDER 2 x 4 Top Chord AT A HEIGHT OF 8'-0" WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT - - The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the The contractor shall recontractor. main responsible TRUSSES FOR TdE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-iAT MODEL. for checking field measureme�sand other construction criteria. Architect's P , approval covers general roof shape, ® ARRANJE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A stru urostfromgraviya d�uplift loading I I ;heir re active locations. �► Do not `tand on trusses until they are braced per BCSI I properly nailed to straps & hangers I L Approved By: Braden & Oraden A.I.A. P.A. ----15'-3'- --_ __— — 19' 9" 191-9" - -- _ y C L I � � I � ' FABRICATION AGREEMENT 01ORM %/1r �11 �_ ��,,,, �0, ® �II mrowo III _ —,WA■ lip `N1 ® _ may■OA WA 101"'Es m Pop 1 1® real we--- --- ��� Fro 10 �_-NAP®1 IPA ON no I I ON AT �' " :. y1 PER T �DS 1i' 1001 _ F010 rim 11010 —� w ®1 % may® :IB�IIY/O//ii�//W/.I%/7///L!l%/�!%%l �//.i%.! �!�//�..�/il�!I�//%!�//.�IG%///,%//% I% /�% �y �% ;• I®I®II®ICI®I�BI�I�1®18■I�I®I®�®�®�®� I I IL------- ---- 14 -4 x P 0 RIC H RIGHT , AN 1111111411111 agN so NEW LIN 011INVERTED`vw ������1P��_ sills WR 1 � WEBS AT ... 50# POINT LOADS PER TRUSS FOR AtH/U ® _ °l ■\ \\®�IIIIIIIIIIIL�� : • • �IIIIIY a .l =. .• ., ., ., =. WL , ,. ., •i , , IE�I®I®I®I=I=I=I■0I®I0I=1=1=ICI —�!VIP - - ww /' CLOUED AREAS ARE OF / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY t INDICATE 'DEVIATION FROM ^ �� PLANS.,� 11 e�-.0 P-lN TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED is RETURNED The legal desaiptlon of the property where the trusses will be Installed is; The undersigned acknowledges and agrees: t: Trusses wlll be made In strict accordance with this truss placement diagram layout, 4rhich Is the sole authority, for determining successful fabrication of the trusses. 2, All dimensions In this layout have been verified by the undersigned. .3, Unlade written notice le provided by 011 mall to Chambers Truss within ten (10) days of delivery the undanslgned agrees that no backcharges will be allowed. In the event such written notice la furnished Chambers Truce shall have three (3) butIliness days in which - .. to begin repalre required, or to substitute other trusses, at Chambers optbn. 4. The undersigned acknowledges recelpi of "BCSI 1.03" summary sheet by TPI & WTCA. S, Delivery Is to job site, 11 Is the buyera'responsollity to make the Job she suitable for delivery. Chambers Truss has the solo authority to determine the suitability of the job site or a portion of the Job she for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional dative., expenses If Chambers Truss has to redeliver because Job she is riot prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Trues for towing costs due to site conditions. e. Price as shown In paragraph 7 below Is subject to change If any changes are, made In this. tayout A tur0 per hour fee for revisions may be charged by Chambers Truss. t r• 7: This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no, agreement a reasonable price. Invoice will be made on delivery and paid within terms of not on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chamberill reasonable attorneys fee for collectlons In event of payment not timely made. 1.12 %per month earl charye will ba added for all soma not peldwlthln tertna, , . 8, Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9.1n consideration of Chambers Truss extending weds for. this material the undersigned , unconditionally guarantees payment when due of any and all Indebtedness owed to ChAmbare Trues by any entity receiving malarial and the undarelgned agrees to pay such Indebtedness Including attorneys fees, If default In payment for material be made by the recipient. •i 10. in the event of any litigation concerning this agreement, the Rams furnished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per "National Standard And RecommendedGuidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/rPVWTCA 4 - 20g2- DATE SIGNED FOR TITLE I Aspreaderbar maybe ial"par"BC I-W'topiaverltnil &damage. i. Multiple ply trusses must be fastened together per engineering before they are set; fallure to do so can result In roof collapse. Y Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Tr ssm mustbesetand traced per design to pin h1UIFY & damage. Trusses must be 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 CHAMBERS TRUSS INC ~ 3105 Oleander Avenue Fort Plerce; Florida 34982-6423 800-551-5932 FortPlarce 772 485.2012 Fax 772-466 8T11 Vero Beach 772-569.2012 Stuart 772-285-3302 ' ruessnco¢rC ls5 Cr1M .. 92.0/93.2 MITEK 4.2 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 3 or,` Loading in li Roof R.D.L. 5 Z -- Top Chord Live 20 .0 �I o _I Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 TOTAL Load 37 7.2 M o Duration Factor 1.25 2 Wind Speed 165mph ."• H Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. L) Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W W - 7�do &Wk �•• I I I 14'4" - �----- 6 -4" _--- � _ 14'4' I REVIEWED FOR l< PORCHLEFT BODE COMPLIANCE 7gem Rolli 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT .+.�.—r luau all un4 UtidV LUCO..,.o.=uonunuous tract., Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildino Designer and/or Engineer of Record. 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:03/21/18 FOR Revised: 3/05/2020 WYNNE BUILDING CORP. DESCRIPTION: S �� WINDSOR PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M11392