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HomeMy WebLinkAboutBuilding PlansZ Finish Columns with 5/8" thick cut coral finished stucco bands 12 4 SLOPE COVERED PORCH LEFT ELEVATION Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4' side laps laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L o.c. at all laps and two staggered rows 12" o.c. in e dpeck to trusses using attachment detail on this sheet O O 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0' Gulf Coast Supply and MPG 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 underlayment Installed with min. 4 side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1•J 3� 5/8" thick light textured stucco on typical concrete block construction . GkESS 3 3 , 5/8" thick light textured stucco on typical concrete block construction 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" - 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/PL �� Product Model # Manufacturer Glass Attachment method xpJEST tion Date Design Pressure of Approved Tests 42,3 t4 FLU 239.3 Single Hun g g SH-100 Impact PGT 5/14" 1/4' din. tapcons w/ min. 1 3/8' penetration to he spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + 80.0 PSF — A I4-0330.02 Overhead Garage Door Model 824/811 9'-1' max. width 16,-o" max height DAB h seed f6evi * Y"VRE no sis x a' Hdh"HLC bftt 8asve anchor. it 6 ac. u ' 1a �' • 6itin•• I �r w sea , :� c � ge a s• �Wiekwe 'i°�.s' �,a . �118 � . pi r Nl. 1/I6' MAN, an 'a. and 10-9-21 + 50.0/-60.0 psf B FLU 16614.1 Fiberglass Design Pro/ Smooth Pro Jeld—Wen Elco 1/4' dia. tapcon with min 1.25' embedment at 3" max from corners and 11.5" o.c. max. thereafter in heed and jambs. + 50.0 PSF C FLU 251.5 Sliding Glass Door Series 110 SGD PGT 1" nom " " Type GSA 1/4' dia. tapeona w/ min. 1 3/4C" penetration to be spaced per prnuct approval. ontractor *hall adhere to min. 2 1/2' edge distances specified in Product approval + LO.O PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method JEST Ezppiration Date Design Pressure of Approved Tests Mullions FL# 241.1 1' x 2 3/4' x .315' PGT Install per fastener type and spacin s shown in Table IA and IS in product approval on sheet 5 of 2. + 58.0 PSF Roof FLU 11651.12 5V Crimp Metal RoofingGulf Coast Supply and manufacturing(type 24 a. 5v crimp metal roofing attached to plywood deck using #9 x 1,5" wood crews with self sealing washer at 12' o.c. max spacing over ASTM D 7) 30 Ili felt underlayment installed with min. 4 side laps and V end P la t stencil with corrosion resistant i %aced 4' o.c. at all laps and two stagpgered. rows 12' o.c. In Attach deck to trusses using attachment detel on roof plan —108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12' vented Vinul Soffit Kagcan Install using 2" x 2" battens at V o.c. screwed to soffit framing using #e x 3' wood screws at each truss. Install soffit tc battens using 0.12' dia. x 1.5' I ri sink nails with 8' dia. cad. +55.0/-35.0 PSF Hurricane Panels _q I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 12 SLOPE 4 Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" 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 H GRESS 2 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 4' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE 2" x 4" top plate 11 1/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 1C o.c. base -board 2" x 4" P.T. bottom plate :i ,i 4" concrete slab with fibermesh OR 4"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, PA WQnne Building Corp. Architects — Planners 411 S.E. Coconut Avenue THE MANOR 1 Tel : (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mall: bradenaiaecomcast.net St. Lucie County Florida Stuart. FL 3499L UAAC000032 12 SLOPE 14 COVERED PORCH SCALE: 1/4" = 1'-0" LN ■ ■ ire �i i�i i�i �i SCALE: 1/4" = 1'-0" 2" M IR ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: ll'-Q_ Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_I8 SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavy Width of Roof End Zone: V, 4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C I �$°i0rra 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.6WL: O.4DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.L/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes ® = Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure:2 500 psi, Presumptive: X Bg Test: psi - Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _5__ psf FLOOR DEAD LOAD: IO pal JOB ADDRESS: t�j� MODEL: Date Drawn Revisions 9-9-19 GARAGE Drawn RIGHT Drawn by: C.C.U. Checked by: D.R.B. �i C , r� r • Comm ii 18851 FLOOR FLAN 4" CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter Living A/C = 1,124 sq. ft. proceeding with Work. steel crash post. Floor Back Porch Total = Flange 210 s ft. q' 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with 4 - 3/8" expansion bolts Into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Front Porch Total = 9b Sq. ft. a minimum 1,400 P.S.I. fiber stress. `„ Total Under Roof= 2,485 s ft. q" 4. No dissimilar metals to touch. 2Fa" 2h" 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 Total Volume = xx,xxx sq ft. shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' 03/8" 0 L. Drywall at ceilings shall be leveled and attached to bottom chord ' 2%" 4 of trusses with Screws per FBC R-102.3.5. p 2�" Attach buck to block wall with 1/4' dia. Elco conic screws with min. 1. ALL wood in contact with concrete Shall be pressure treated. 0 O 1 1/4' penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. " 2" x44"mFTPrB fromeachcorner thru Exterior face 9. ALL plumbing fixtures to be low flow. Iof wall 10. Contractor to Provide Drain at water heater in accordance arias �I with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for #8 wood screw& thru jamb Into buck handicap accessibility requirements. 2%" 2i�" at each hinge and 15" c.c. max and Detall at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department " �" , NTS surveyor t0 set in field. 13. Separation between residence and garage shall be per FBC R302.4 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door BLOK INiSTAL ATIONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/IL" tap -con with 1 1/2' penetration at 6" o.c. max. I5. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner and 20.' o.c. max p p "approvalx IL. Wall and ceiling finishes shall have asmoke-developed index of not greater than 450 per thereafter FBC R302.9.2 Exterior face and tallaper produ2ct 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant or wall Buck to be I" x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies materials exposed on the underside of the roof deck or on the attic walls shall comply 71aa with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM Cab, C19, C4-15, C514, CL30, C931 I"x4" P.T. Buck nailed to C`ILO, C1002, C1041,C11�11, C11-18, C1218, C1395, or C139L and shall be installed lock with case hardened nails Detail Windows to window attachment according to the following: (FBC R-102.3.5) at prior Masonry Beam drywall Framing Max. I" x 6" P.T. Buck nailed to / NTS block with case hardened nails Thickness Location Orientation Member s fastacineners Nall sizing options for Spacing of installation of drgwall into / Install SGD thru buck into block with 3/16" tap -con with penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval 0 0 Use VIC' tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max therea#Fter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment 7M7;`, _ fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.L, n Masonry Wall A108.1, A118.1, A118.3, A13L.1 and A131.1 %' 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall Bottom Track" Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members Installed block with 3/14" tap -con with g p p 1 1/2" penetration at L" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sliding D OOr Detail From each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanylng smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with ASTM E 84. At Masonry Wall NTS Insulatlon shall comply Wlth F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" woad 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" 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 Simpson HETA 20 or equal hurricane anchor at each truss 12 With (10) IOd x 1 1/2" nails t 24" Max. PRE-ENGINEERED TRUSSES c.c.) supporting 4 181olbs. uplift at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip --�� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kalican full o vent vingl soffit installed precast lintel filled with concrete and (l) #5 gar for bottom using 1/8' dia shank x 1.5" long gals. cost_ row over openings roofwg marls with 3/0' din. head per product approval - see chart sheet #I I/2" drijuiall over I" x furringg strips at 16" O.C. with R4.1 trfod Insulation on typical 8'I Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction m Mortar to be Type I'M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #S bar Vert. w/ 30' overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill Grade r :,..�..: .. ; : .'.r.......:... l IIII _ I I I I=1 i t=III=1 -III' "'-iillll 14" x 14" Concrete footing with (2) #5 bars Cont. and #5 TY P I C A L SECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0" UJindow Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-S%'x 5'-3 %." 54Ys"x 63! ' Single Hung ZONE 4 2. P-231s"x 5'-3 %s" 15" x 63 %s" Single Hung ZONE 4 3. 2"-2" x 3'-2V2" 21h"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3 %s" 38' x 63'/;' Single Hung ZONE 4 S. 4'-5k°x 4'-2%" 54ke"x 54V' Single Hung ZONE 4 L. 2'-2" x 2'-2" 25" x 24 %,° Fixed Glass - Tempered ZONE 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" x 1'-o" 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X C-8" 41' x 83 %" Fiberglass Panel - Inewing ZONE 4 C 5'-O' X L'-8" TV x 81 %" ems' Sliding Glass Door ZONE 4 D 2'-O" X V-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24' x 81 E X-0 x 6'-111" Solid Core - Wood - 6-Panel F 3'-0• X 6'-8" Surface mounted S.C. - Wood 6 panel over 32' drywall opening G 2'-8" x 6'-8" x 1 N" Solid Core Wood. Steel, or Masorete Door H X-8" X L'-8" Solid Core - Wood - L-Panel J 2'-6" X L'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction Braden It Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenala0comcast.net Opt. PATIO SLAB 21'-0" 14'-0" 12" 9'-6" 12 9 -6 "IF -.11 E OLLiaoI =4C. / EGRESS 12" x 12' Concrete column) 21'-O" Rill oc i e wit concrete an (2) #1 bars vent. tied Into lintels above 0 COVERED o PORCH o MASTER _= O° ° ° °° ° CD CD BEDROOM 0 8'-O" A.F.F. Flat Ceiling 1 s © 2048" if I Vanity to be 5 Oi ® 3445" high © I GGR AT r ICLOSET _ n �lOM O in N I �, '-8" 8'-O" to A.F.F. a Vaulte8 Ceiling I I i O�r Rod t Shelf I r--==:;I a- I CLOSET I I �I I p I Align cabinet 15'" with outside f ref. wall IO'-l" 4'-3" IT 1 O x O� © _ BAR TOP _ _ _ fn - - r I Pantry 1 Cabient DWi O� to i lax E O h I LINE N CABINET '9 4a'o Vanity I JUNIOR o KITCHEN Vanityy to be I `^ O 8'-O" A.F.F. 34.5" high MASTER E) Flat Ceiling I BEDROOM BEDRto OOM Upper cabmete ovewill Flat Ceding L - O - - - - 13'-2" 6 Shelves Q° P,14 UJI W' IET N 33"w knelt Il! space O O H.B. p I Q 00K %n T I m IW x O "a WL UNDRY d r 0 IF Wgnne Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida fanity to be v 17. \\R-II Batta� 34.5" high Provide Auto loser on Door W.H. 22" x 54' , I 4"4' Steel Ballard Attic Access See detail on `7�lear wall -3 I with light I sheet #2 space for L - - - - - J door d J 3 0 0e EKED In line with door n to laundry COVERED 12'-8" PORCH all 5f 2 CAR GARAGE Batts O 8'-V A.F.F. tY Flat Ceiling ----------- - I I I I I lock walls in Garage I �- to be struck block I I I I I I I I I I I I I I I 1 1 21'-0" 12"L 11'-8" 3'-8" I6'-O" ® 2'-8" < >,_ J 12'-8" 22'-4" MODEL: Date Drawn Revisions 9-9-19 GARAGE Drawnn by: RIGHT IMPACT C.c.u. Checked by: D.R.B. REVIEWLD FOR CODE COMPLIANC ST. LUCIE COUNT`. BOCC Sheet 2" OF 5 0 W IV W a Z: W H CR on T iv O in Comm 4 18��1 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR F0LADAT10N FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (OL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C"' 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-7 STEEL. 11. 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. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified In writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from b'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade X, 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 vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell �4ECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR VXV #10/10 WWM on 10 mil visqueen over clean compacted termite treated fill 1111=17`1�14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J 5CALE 1/2" = I.-V" 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cunt. Step per Q foundation plan (2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) ui bars vert, tied into lintels above NJ - Top of footer 16" below finished floor fE1113111E1113111 Verifg house slab height in field .0 3O"� COLUMN FOOTING DETAIL 30"x30"xl6" concrete column footing with (.4) #5 bars each way 1/2" = 1'-0" If SCALE: 1/4" = 1'-0" FOOTINGS SCHEDULE Mark Size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 80D I THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by 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. SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL ECTIONS Adjust curb height Filled Cell Masonry Column With One based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam slope. VxV 410/10 WWM on to mil Visqueen over Conc. Fill To Be 3000 PSI #5 bar in curb clean compacted termite treated fill See Floor Plan For Location 0'-0" e F.F. Grade Single Filled Cell Column —i i l III I I I— 14% x 14"d concrete monolithic NTS footing with (2) #5 bars cant. Filled Cell Masonry Column With One GARAGE CURD DETAIL C From Footing To Beam Each. Conc. F111 To Be 3000 PSI SCALE 1/2" = 1'-0" See Floor Plan For Location N 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 41'1 S.E. Coconut Avenue IfB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net r 21'-0" 12"I q, 6„ 121" 9 AA_ — �I °>Fm J---� -a-� "I ILJ z-®-- 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into - p lintels above W 0 14'-O" r— — — — — — — — — — — 1 I FI FI I I I I °- - 0 Rear Porch Slab to � L 1 -A be poured separately I 0) from House Slab. I Thicken footing to a 24% x 14"d x 24"L under filled cell 101 1 1 leiE N 0 CD 0 under girder bearing_ FI I I------------y-----U r Rear Patio/Slab to `� Q FI be flush with bottom of FI sliding door recess. Slope I" 11 I I iI I �I I I aI I ;I I �I I �I I FI �I I I I g I FI i O 1 4" concrete slab with fibermesh OR 60#x6" 410/10 WWM on 6 mil Visqueen over I '- .a I clean compacted termite treated fill I '© -a I I �1 I I _ I DWI 0� � I FI 1 to �O I FI I �- r i 1C7o F- I I' - I 1 QO I — I to �1 10-LEI — — — — — — — — — — Q / — — — — 0 - I 1 / �------- ;r W.H I I / 181��11 40$ Steel Ballad I l See detail on sheet #2 I 0 I II I 15 Panei� C I m 4" concrete slab with fibermesh OR I I 6"xb" 410/10 WWM on 6 mil Visqueen over p e � clean compacted termite treated fill N _ CFI ] I I ZIL 21'-0" O FIE tO o ® I �I IN gel Q I I I [�f, QQLU I�- I 0 6 1 to I I. 1r-e° " 8 QI pL —— ———————— — — — — —— --� — — — — — — — 8101Recess for 7S 01@11 arage oor 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above 2'-a" W, n�ie Building Corp. MODEL: Date -19 : evislons : Sheet T H F— MANOR 11 GARAGE RIGHT Drawn by: REVIEWED FOR 3 IMPACT C.C.U. CODE COMPLIANCE _ Spanish Lakes Checked by: ST. LUCIE COUNTY St. Lucie County Florida ID. D me%^„ OF 5 Comm # 18��1 ROOF: SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kree Area Edge Field Fastener Pressu Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a s 6" #8 wood screw 112.5 psf Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing Provide #5 bar act rn pre -cast ROOF F L A N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. - Overhangs at 1'-0" unless otherwise noted - Roof pitch at -4:12 unless otherwise noted or Provide PT Buck t.:rJ r:- .•j attached per ,Jamb details into filled cell ` 4' Pre -cast Sill I.-. 1:.''1 Lc•.d - Truss shop drawings to be provided by manuf - Any changes to this plan shall be submitted architect for approval in writing prior to stz - ALL TRUSS TO TRUSS CONNECTIONS TRUSS MANUFACTURER - Architect to review Truss Shop Drawings P to construction for layout and uplift verif Icat Poured Filled Cell — Contractor to provide for Form Board Sury Form Board Survey to Truss Company prior Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie �Jfiljed cell steel into continuous / footer steel. Concrete Footing .' (see footer schedule _ �• for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to vert. leg of truss with IOd x I.5 nails at 4' o.c. Verify with Plan I \ n install Simpson MGT into wall uang Concrete III --ill 5/8' dia. threaded rod set min. IZ" 12 x 12 into wet beam and (22) IOd nails into truss �Lintel Column Block Column _�\t#1 Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment NTS TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of A5TM D Tyype 2 Pelt paper using ed Halls. Substrate to be 19/3Z' CDX Plywood nailed at L" o.c. in field and edges with IOd ring *hank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wooscrews 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" and laps fastened with corrosion resistant tin caps and with 1.29" ring shank nails spaced L' o.c. at all laps and two eta ggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet \ Additional Precast Lintel . tt5 bara CLEAR Lintel Length Bar Length Clear Span " u A Bars u " B Bars 2'-10" 2'-8" '-6" 2,1t3 none 1 I 1 1 I 1 •'' ~Y<•� 1 1 1 1 1 1 3'-4" 2'-2" 2,1;3 none 8F8-OBAT eFS-IBAT 8F8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2 #3 none tt5 bars ILEA :! <+1 'One 4'-6" 4'-4" 3'-2" 2,43 none Row of "H" ''•% '::) Block Above 5'-2" 4'-0" 2,#3 none "' Precast Lintel 5'-10" 5'-8" 4'-6" 2,#4 none 1:..... Additional i 6'-L" L'-4" 5'-4" 2,#4 none #5 bars ti y 1'-6" 1'-0" 6'-2" 2,#5 none BFIL-18/IT BFIL-IB/2T 8'-4" 1'-10" 1'-O" 2,45 none NOTES: ALL reinforcing steel is grade 40. I. mim coverage of steel=I.5" 2. min. bearing required a ea. end-8' 3. standard for remf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit WidthSize Lintel Cast -Crate Specification Rows of "H" Block Ab�re " " Bottom steel Size Top Steel size Max Gravity Load (PLF) Max Uplift Load (PLF) May- Lateral Load (PLF) L22 2'-2' 3'-L' 8F8-OBAT 1 #5 300 1549 1024 L31 2'-L" 2'-8" 4'-0' 8F8-015AT 1 #5 2541 1363 143 L45 4'-5" 5'-10' 8F8-OBAT 1 #5 1105 1 409 334 L50 5°-O" a-L" 8138-OBAT 1 #6 1238 835 121 LLO C-8" T-V BF8-OB/IT 1 #6 1011 121 534 LBO 8'-0' T-4' 8F8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-0' 10'-6' BPS-13/2T 1 #5 2 #6 L43 630 401 L90B 9'-0' 10'-L' BFIL-IB/2T ONE 1 #5 2 #5 1533 1193 401 WOO 10'-O" II'-4" SFa-1115/2T I a5 2 #5 682 494 452 LIOOB 10'-O" II'-4" SFIL-IS/2T ONE 1 #5 2 #5 1366 1028 452 L120 IT-0' 13'-4' 8F8-IB/2T 1 85 2 #5 411 428 324 L1205 I2'-0" 13'-4" SFIL-I5/2T ONE 1 85 2 #6 1015 110 324 LI40 14'-0' 15'-4" SFIL-IB/2T ONE 1 #5 2 #5 1250 409 259 L140 I6'-0' IT-4" BPS-IB/2T 1 #5 2 #5 300 192 1 194 L160B IL'-O" 11'-4" 1 BFIL-IB/2T 1 ONE 1 86 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS i - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss With (10) IOd x 1 1/2' nails — ( 24' o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2" xV Kagcan full o vent vinill soffit installed using 1/8' dia shank x 15" Jong gale. roofing nails with 3/8" dia. head per produce approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tiad� into lintels above thicken edge to 8'x8' with concrete and one 45 bar continuous BEYOND Top of Tooter 16" below finished floor 12 4 �— Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd its at each web Brace Gable and with 2" x 4' SYP #2 art back nailed to botton of top chords using (2) K nails at each truss RE-ENGINEEReeD w 24"o.c. TYF ! shop drawings by m� j' ' \R-30 blown fiberglass 1/2" thic stucco on 3/8' hi —rib lath in bottom chord o trusses attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drgwall with smooth finish no Jess than 1-3/4" penetration Into horizontal wood framing and 3/4" penetration Two rows of beam block filled with concret into vertical wood framing members and (U #5 bar cont- in each row_ Substit precast lintel filled with concrete and (1) 1 bar cont. for bottom row over openings 5/8' thick light textured 1/2" drygwall over I" x furringg stucco on t pical concrete strips at IL°' o.c. with R4.1 fl—foil block construction Insulation on tgpical 8 Block walls All drywall to be installed per FBC R" Varies -see plan T and shall meet all pertaining ASTM cod #5 bar Vert. w/ io Mortar to be Type "M" o IT proportioni 30" overlap ProvidetDur- OtRock11 at al wet with at each filled cell Fill cell with concrete and Rear Patio/Slab to (l) #5 bar vert. (typical). be flush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings Step per foundation plan 4" concrete slab with fibermesh OR Vx4" #10/10 WWM on 6 mil Visqueen oval 4 Slope per foundation plan 'r clean compacted termite treated fill It -' IIII IIII IIII IIII IIII—IIII ���� IIII— I„ -.I lTii=11 Typical S�ctlon at Front Porch Scale : 1/2" = 1'-0" Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment Simpson HETA 20 hurricane anchor at each truss hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift 1-2-19 PANEL "A" Pales BR I Load Wire Deacnptron circ# arc# Description Wire Load BR Pales 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 ku 60 2 1 20 1.2 ku $12 Clothes Washer 3 1 20 1.5 lie 912 Kitchen S.A.C. 5 L Dr r #10 6.0 kw 30 2 1 20 1.5 kw 812 Kitchen S.A.C. -1 8 1 20 412 Bathroom Recepte 9 10 Air Condevzor #10 5.0 kw 30 2 - 1 20 1.2 kw 912 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 1 Air Handl #10 5.0 kw 30 2 1 l5 - 814 General Lighting 15 11 1 15 #14 General Lighting 11 is WH #10 5.0 kw 25 2 1 16 - #14 General Lighting 14 20 I Is - 814 General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 - #14 General Lighting 23 24 Spare Spare 25 29 Spare Spare 1 21 28 1 Spare Spars 1 29 30 1 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General..Lrghting..(3, watts..sg,.ft.)......................... Small,Appliancc Circult(s),,,, ,,,,,,,,, ,,,,,,,,, Range......................................................... Refri,9erator................................................... Microwave D1sh Washer Clothes,,Waaller............................................... Clothes..Dryer................................................ . Water. Heater. ., , , , , , ....................... .......... Garage. Door .Opener .......................... 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 1500 1500 1 1200 1 1,200 1 1.200 1,200 1 5,000 5,000 1 4,500 4.500 1 810 810 Total Watts 35,415 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,415 e40% 1 O 10,246 Electric Heat or A/C 10,000 sks% 1 10,000 10,000 Calculated Load Watts 30,24L Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend7 $ single Pole Switch ® Recessed Can Light Si Double Pole Switch ® Eyeball Recessed B Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Well Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn I Carbon Monoxide Detector 4& Flood Light (D Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack .�'sc A/C Disconnect r I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up F®= JUNCTION BOX TO SUPPORT A FAN = THERMOSTAT LOCATION B/A = BALANCED AIR 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule 150p 40 conduit sleeve 150 MCg into attic 4CMB PANEL AHU PANEL Af4U 200a rated 200a rated meter can n meter can n 2" PVC ( FP schedule 80 2" riard servo w Us ELECTRICAL RISER teragatem bonding ermination pant a8 !pSalvanried rods Intersystem bonding 2" PVC ( FPL Termination pant schedule 80 2" ricid service FPL I I ground rods _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS COVERED PORCH I I I I I GREAT 221 CFM ROOM IO)dOxS I II�1•1-16 CFM 121 CFM IOxIOX4 MASTER BEDROOM 121 CFM IOx1oxL 12x12 12x12 B/A B/A ___ 10" 221 CFM 1J r- - IOxlOx8 I I 9 CFM 8x4x4 CLOSET 318 Ii 4F4 1,40, / 9 CFh 8x4x4 14" ion / EO20x2b C� -B77A� O �Pr- WDJE1 //I li I r -i T Soffit 32 1 1Tenti thru ---- l O /uJ /Ir�i"1s CFM `I I la � � < .40 as X4 48x44x4 W LAUNDR d � 0 COVERED PORCH OSET I 8x4x JUNIOR -�® MASTER 93cFMBEDROOM IOxlOxL 22" x 54' 4"0 Steel Ballard 1 Attic Access 1 See detail on with light I sheet #2 L - - - - - 150 Amp 2 CAR Panel GARAGE ----------------------------- I I I I I I I I I I I I I I I I I - c;ontractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. I I E C A I� I C A LAYOUT 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 - Verlfy AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: = THERMOSTAT LOCATION SCALE: 1/4" - 1'-0" 1, Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provid itffullt routgngs to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. L i I C V e n t I n Calculations FB C 2309.1 rify 3. Contractor to velocation of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21, Furnish and install all fixtures as calledp he I - d 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. I V��� � IC Space = 2-481 sq. ft. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. enIn� t10 I/ISO = ILS8 sq. ft. required 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 hough Iu nc e 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 othe servl}�erOVlde A Continuous Vented Soffit 8. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A(C Refriqgr� qnt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be�tallpel in metal FMT sleeved inYYC I1. All work shall be done 1n accordance with the N.E.C. and conduit.r0B //�� /� PA 11. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per Braden It Braden l" IA# II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FEC RMI502 Architects - Planners contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all 'Fees, permits, testing, and ll� S.E. Coconut Avenue inspections including blower testing where required_ 18. The electrical system shall be completely and effective) 13. All work shall be coordinated with other trades to avoidel : (1 12) 28'1-8258 interference with the progress of construction. grounded as required by the latest edition of the N.E.C.NEtFax (l,2) 28�-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: (112) alai -828 t.net against the public liability and property damage for the labels where applicable. Stuart. FL 34994 rade #AAC0t.net duration of the work. Vent thru -- Soffit A/IC SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Opt. PATIO SLAB \ WP GFCI COVER D PORC Y Y / I I I E) MASTER BEDROOM r i I Smoke / /EM�a QVS:arbw nwa>a Combs, ct« GREAT ROOM li II I1 � I � I I � \ \ \_ Seeks / C-arbor, wowdcombeFect« GFCI I \ 3�\s�nO M I � c GFCI GFCI / I I F\KIL7 (CHEN I 1 CLOSET m \` JUNIOR 1r�ASTER IV Ln 50 CFM \ FAN \ \ 2"h GFCI I 22' x 54' 4"ll, Steel Ballard Attic Arco" 1 See detail on 1 wrth light I sheet #2 r-T\ I L----- Pull chain \ I ' pc light in attic 150 Amp ` \ 2 CAR Panel NOOK ® OPTIONAL PANEL GARAGELOCATION t�_�ALIINIDDRY 1R \ PB 7a teener Wire For Front Post _ 1 Light WP GFcl \ 1 COVERED PORCH 42"h GFCI -------------- -------------- Garage Door Opener I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I Exhaust Duct . Thru Soffit 0 I v- Install oulet under disc. t shown for clarity s �" ` \ 8m x a 30" °a° ELECTRICAL FL/4N it ai m - > Post Light with Photo cell SCALE: I/4" = I'-O" VE ao Wunri Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm It 9-9-19 THE MANOR -11 GARAGE RIGHT Drawn raven by: REVIEWED FOR E - 1 IMPACT C.C.U. Checked by: ,tom$, CODE COMPS `s" Spanioh Lakes St. Lucie Counts Florida ID. R.g, ST. LUCIE CGUOli i OF 5 A =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING ,. TO DETERMINE IF MULTIPLE PLY. A _&A DON'T LIFT TRUSSES Al SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less A Spre er Bar I 60 degrees or less ♦aaaa 1l2 span Ta a line ♦�oprox 213 to Tag line aPprox. 1l2 of SPan. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. Ae A AIR HANDLER 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. ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend �2/12 VAULT �BRIG WALL @ 81- 111 DARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! zisDo not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. JJ-uU-UU 14-00-00 21.00-00 J1 J7 0 0 o 0 J3 J3 o 6 0 J5 J5 0 GRB . A7 KI _- —� -A5 A4 A3 - A2 c 9 0 N A2 Az 13-07-OB A2 A2 A2 co - 0 0 0 N A2 0 0 o $ B 1008 ODD SPACE r7 B O / n co O 0 O o N ro C? o h 0 N _.__::::� — - — B O 0 N — S 13-07-08 5-09418 15-07-CO At — — __• Al - A, A� IVERTED "V" WEBS AT CENTER ` ITH/ 9' B.C. PANEL, LOADED WITH/ (2) 75 LBS POIN o LOADS ON T.C. PER TRUSS FOR A,H.U- ^ -- Al A7 KI ...� .-- Al Co 0 T SET.BACK BOSTON HIP TRUSS Co BHA J5 ii�K o N J5 o 0 II o J3 it a it if li u J, 5-0-01 7-08-00 22-04-00 12-08-00 35-00-00 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT TRtsSES CANNOT BE STARTED TIL THISAGREEMENT he undersigned 5 SIGNED &RETURNED g ed acknowledges and agrees: - 1. Trusses will be made in stria accordance with this truss Placement coRNDER JACKS x etermining successful fabricaton or the trusses. p ent diagram layout, which ARE NOT BEVELED ' 2. All dimensions in this la ich is the sole _ < gout have been verified by the undersigned.authority fa SEE STANDARD �� 3. Unless written notice is provided by cert'rfied mall to Cha ENGINEERING U w ndI rsigned agrees that n0 backchat hers TN55 Within tee (10) days o 1 hall have three (3) business g@s will be allow@d. In the event such written not' ys of delivery ess days in which b n notice is furnished ry the �__-- H$o her 10 days of delivery remedy will be according to Florida statute 55or 8.to substitute other trusses, Chambers Truss 4. The undersigned acknowled p BCSI' summary at Chambers option. 5. Delivery is to ' gas recei t of ' ry sheet by TPI & NTCA, he sole authority I p eterm It esthhbyeresponsibilit y a make the job site suitable for delivery. Chambers Truss has e responsible for dump deliveryon suitability �@ lob site or a portion of Me 0 redeliver h'. The buyer is responsible for additional deliveryto for delivery. Chambers Truss will because job site is not prepared (w delivery or buyer is not d expenses f Chambers Truss has -- ��.�•, esponsible to Chambers Truss for towing costs due el site conditions. 6. Price Prepared for delivery of trusses. Buyer rs as shown in paragraph 7 below is subject to change A any changes are made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum nvoice will be made on delivery and paid within terms of net on delivery to, or if no agreement a reasonable price. <. __ live d CC f E= ,.A .Ks livery buyer cannot accept deliveryun Invoice may ee made at scheduled date of Y4" ,, 7-vt easonable attorneys fee for collections in eventofpayment notrusst time) The m ndersgned agrees to for all sums not paid within terms. Y made. 1-t12 % Pay Chambers Truss co R N 8. Signature or initials anywhere on this sheet constitutes r per month service charge will be E R DETAIL 9. In consideration of Chambers Truss extending agreement to all terms herein. - -. ayment when due of • 9 credit for this material the undersigned unconditional) -- ndersigned a reel to any and all indebtedness owed to Chambers Truss b ^-- s'+owN FOR c AP - 9 pay indebtedness includin Y any me r Y guarantees ecipient. g attorneys fees, rf default in entity receiving material and the - - _ 10. In the event of an liti t payment for material be made by the Y 9 floe. concerning this agreement, the items furnished hereunder or erein, the parties agree that the sole venue for any such action will be Saint Lucie County, 11. Design responsibilities are Payments referred to onstrugion Using Metal Plate Cooper 'National Standard And Recommended Guidelines On Responsibilities For 12. Warrant is Contacted Wood Trusses ANSI/TPINJTCA 4 - 2002.... Y per Chambers Truss Warranty attached. 4 r- 3-15X-- — -- - 0 1-00-00 00 PLUMBCIT END 2X4 T3P (1-I WALI HEIiHT 8'-1" END�ET/L TYPICAL PLMB CUT END 2KTOP CHORD NIA- HEIGHT 8'-1" "14 ENDETAIL: VAULT( 1-00 00 The Architect's or Architect's representafiv,-'o shop drawing approval is NOT a "double check" of the contractor. Thecontractor shall remain responsible. for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their respective locations. A proved By: Date: 3 A spreader bar may be required per "BCSI" to prevent injury &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® fired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per to prevent injury & damage. Trusses must be set Plumb and square Do not set bunks or stack of pl, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC cander venue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569-2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM C this It created from this layout This layout sent to jobsite LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS Sae 1604.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASIDE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof Top Chord Live R.D.L. Floor Top Chord Dead 20 0 Bottom Chord Live ,? 4.2 0 Bottom Chord Dead 10-Non Conecurent 0 Total Load 10 3 0 Duration Factor 47 7.2 0 Wind Speed 1.25 0 .Top Chord C.B. 165mph Bottom Chord C.B. Sheathing by builder Highest Mean Height Sheathing by builder 15 Building Type Building Category Enclosed Exposure Category It: Non Restrictive Miles from Ocean C'Open Terrain with scattered obstructions Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record y.. Chambers Truss Inc. Drawing Name: M11439 SCALE: 11411 = 11-01, REVIEWED FO 82 total trusses, 16 unique designs CODE Designer: BLW ReviewedCOMPLIAh; ;-E Date: 09/11/18 by: _ $'(- LUCIE COl1N Revised 09/21/18 FOR �a Wynne 5 £f DESCRIPTION: 7d,&29 MANOR 71 If GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11439