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HomeMy WebLinkAboutPLANS12 4 1 SLOPE 2" O.H. Finish Columns with COVERED 5/8" thick cut coral PORCH finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 o. 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 Qe deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" - 1'-0' 5/8" thick light textured stucco on typical concrete block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 go. 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 V 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 GRE55 3 5/8" thick light textured stucco on typical concrete block constru tion 12 OPE 4 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1165IJ2 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 V and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet LK 5/8" thick light textured 5/8" thick x 8"w cut stucco on typlcal concrete coral finished stucco bands block construction REAR ELEVATiON Gulf Coast Supply and MFG 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 V 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" ac. 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 ad nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 4 1 SLOPE 0 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATiON SCALE: 1/4" IN 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, lFindows a Skylights Opening Type NOA V Product uct Model # Manufacturer GlassAttachment men method i E iration Da Design Pressure of Approved Tests 1,2,3 t4 FLU 239.3 Single Hung SH-100 Impact PGT 5/I4" 1/4" die. tapcons w/ min. 1 3/8• penetration to �e spaced per product approval. Contractor shall a here to min. edge distances specified in Product approval + 80.0 P5F — A IL-0330.02 Overhead Garage Door g Model 824/e11 9- max. width ib'-o" max height gdto DAB elea s u ."~�L dv�awne 3/8'' x� i "H c si :...h..:i e a . �i s x l i3a*`iu id , w.`m. I tr .t. W to me �� aw i ' t. 10-9-21 + 50.0/-60.0 psf B FLU I6614.1 Fiberglass Design Pro/ Smooth Pro Jeld-Wen Elco 1/4' die. to eon with min 1.25' embedment at 3" max from corners end'111.5" o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 251.5 Sliding Glass Door Series 110 SGD PGT 1" nom Type "GSA" 1/4" die. tapcons w/ min. 13/4 penetration to 4a spaced per product approval. Contractor shall akre to min. 2 1/2' edge distances *pacified in Product approval + LO.O PSF _ Product NOA/FL NUMBER Model # Manufacturer Attachment Method T�g� Ezpiration Date Design Pressure of Approved Tests Mu1110A8 FLU 241.1 I• x 2 3/4° x .315" PGT Install per fastener type and a� pacingg* shown in Table IA and IS m product approval on sheet 5 of 22. + 58.0 P5F Roof FLU 114SI.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 26 go. 5v crimp metal roofing attached tg plywood deck using a9 x 1.5' woo sws with self sealing washer at 12 o.c. max spacing over ASTM D (tgpe 1S 30 Ili felt underlayment installed with min. 4 ed� laps and L" end laps Pqstined with corrosion resistant tin caps and ph 1.25" rmg shank nods spe4md L o.c. at all Zaps and two etcggered rpm I o.c. in field. Attach deck to trusses using attachment detail on roof an — 108.5 PSF Siding stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kaycan Install wing 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 x 3 wood screws at each trues. Install aoffrt to battens using I i V ion o a k n i t / i +55.0/-35.0 P5F Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top pla�el II ' 1/2" drywall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base -board i 11 II / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill interior Nor-BeAring Partition nLS Braden t Braden AIA, PA Wynne Building Corp. Arc ltects — Planners ,41 S.E. Coconut Avenue T MANOR -� Tel : (112) 281-8258 Fax E-mail: : (112) 28�1-8283 bradenaia comcast.net S anish Lakes Stuart. F S499L #AAC000032 Sty. Lucie Count Florida FRONT ELEVATiON 12 LOPE 14 COVERED PORCH SCALE: 1/4" - 1'-0' SCALE: 1/4" - 1'-0" z ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6th Edition and ASCE 'I-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Mean '- " Velocity: 145 mph ultimate Roof Height: Roof Pitch: 4.12 Internal Pressure Coefficient: tQ.119— SubJectabrlity to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'_4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 IN 0.126 ASD dear n Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.1,DL+O.611lL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 psf Roof Zone: 2. +20.6/-51.0 pat Roof Zone: S. +20.L/-84.0 pat Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wail Zone: 4. +35.8/-38.1 pat Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? — Are Components an Cladding Details Provided? Yes Minimum Sal Bearing Preasure:2.500 bar. Presumbtrve: X Bu Test: bal ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: J pat FLOOR DEAD LOAD: l0 pat JOB ADDRESS: ` MODEL: Date Drawn Revisi 9-9-19 � Vera"ATO SCANNED BY St, bid rnnnty 0 = Roof Zone I Walls Zone 4 = Roof Zone 2 ® Walls Zone 5 END ZONE RCorner Zones oof Zone 3 rmet ' /7A/, /„ Sheet GARAGE Drawn by: FI�VWWED FAR RIGHT 100'D .: C01�'IKJtA9 �.E C.C.I.I. Checked by: ST. U 10,17 C`') U TY D.R.S. t3�: ' (d( (I OF 5 FLOOR PLAN � CRASH POST DETAIL_ TYPICAL NOTES: SCALE 1/4" = I'-O" ARBA CALCULATIONS I. Contractor to verify ALL notes and dimensions prior t0 N.T.S. Living A/C = 36" high by 4" diameter 1,124 sq. ft. proceeding with Work. P 9 steel crash at. Floor Back Porch To Flange with 4 - 3/8" al = 210 s ft. q' 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = (3/8"t so 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab kal steel plate) Front Porch T tal = 94 sq, ft. a minimum 1,400 P.S.I. fiber stress. `" Total Under Ro f= 2,�85 5q. ft. 4. No dissimilar metals to touch. 2%' 2%" 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r,° ,2" 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 2'y' 6. Drywall at ceilings shall be leveled and attached to bottom chord 4� v Of trusses with screws per FBC R102.3.5. P �..' 2�' Attach buck to block wall with 1/4' dia. Elco conc screw& with mi 1. ALL wood in contact with concrete shall be pressure treated. 0 0 1 1/4' penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. �" Exterior fete 2'dx4`"mPT Bomknch corner thru 9. ALL plumbing fixtures to be low flow. lot wall 10. Contractor to Provide Drain at water heater in accordance pries 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 at each hinge and 15 jamb into buck o.c. max and handicap accessibility requirements. „ 2/'" 2,5 Detail at Door prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department �" NTs surveyor to set In field. 13. Separation between residence and garage shall be per FBC R302.6 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 INiSTLL ALLOATIONRIOR TO BUCK w.H. Water Heater Install windows thru buck into block with 3/IL" tap -con with 1 1/2' penetration at L' oc. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each enemas 20.'and and . max mp 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face at head and aid per product approval 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall— sack to be In x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies 71T, 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 sum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 l'x4' P.T. Buck nailed to C40, C1002, C1041,C1111, C11-18, C1218, C1395, or C13% and shall be installed lock with Detail at Windows prior to wi sae hardened nails dow attachment according to the following: (FBC R-T02.3.5) Masonry Beam I" L" P T Buck Waded to Drywall Thickness Location Orientation Framing Member Max. spacing of fastenero Nall sizing options for installation drywall into Spacing of Maximum Neda Scrawa wood Framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/44" head 0,098' diameter x 1 1/4" long �2i, annular -ringed or 54 cooler nail 0.080" diOR 15/8" long with Walls Either 14" 8" I6" Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 15/8 with 9/3 head. Ceding Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/64' head 0.098' diameter x 1 3/8" long annular -ringed or lid cooler nail OR 0.092" dia. xx 1 -1/8" long with Walls Either 16" 8" IL" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 7 I/8" with 19/44" heed. x / block with case hardened Wells TS prior to door attachment Install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at f.' o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3/ib" tap -con with 1 1/2" penetration at L" o.c. max. thereafter at Weill perr p duet approval I' x 4" P.T. Buck block with case hai Head prior to door attar fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C11I8 and installe I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation includingfacings such as retarders or vapor permeable members installed 9 P P Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with �4STM E 84, " Masonry WBII 11/2^ Bottom Track Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 0 o.c. max. S 11 d 1 n g Door Detail From each corner and 20." o.c. ma thereafter at Jambs per product a At Masonry Wall NTS pr Insulation shall comply with F.B.C. R316. Window Schedule 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" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails :paced 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 Mark Size Rou h Open. Window Description I. 4'-S%'x 5'-3%" 54bs'x 63%;' Single Hung 2, L'-2%a"x 5'-3%" 15" x L3%' Single Hung 3, 2'-2" x 3'-2'h" 21h"x 38%" Single Hung 4. 3'-1" x 5'-3 %a" 38' x L3'/4' Single Hung PRESSURE ZONE ZONE ZONE ZONE 40 4 4 4 4 4 S. 4'-r>%'x 4'-2 %" 54%"x 54 Ye" Single Hung ZONE 5 s L 2'-2" x 2'-2" 25" x(24 %," Fixed Glass - Tempered ZONE Grade Simpson HETA 20 or equal hurricane anchor at each trues with (10) loll x 11/2' nails ( 24" o.c.) suppporting Max. 4 18101ba. uplift 12 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip --- `` Edge t Fascia R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish 2" x G" Sub -Fascia Kagcan full o vent vinyl soffit installed using 1/8' die shank x 1.5" long gals. roofing nails with 3/8' dia. head per product approval - we chart sheet #I 5/8" thick light textured stucco on typical concrete block construction Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute recast lintel filled with concrete and (1) #5 gar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at id" o.c. with R4.1 Yr-foil Insulation on typical 19" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining A5TM code,,* Mortar to be Type "M" only proportioned per FBC R607_I and Mortar Jonts shall comp,' with FBC RbO1.2.1. Provide Dur-O-Rock at all wet areas (e)c showers. tubs etc...) T m #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell Wood Bead (D #5 bar veil. (typicaD. Max. spacing shall not exceed 48. unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L and Visqueen over clean compacted termite treated fill Hill —1111 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on Sheet ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Door Schedule lark Size Rough Opening Door Description PRESSURE ZO A 9'-O" X T-O" 108" x 84' Overhead Garage Door ZONE ,4 B 3'-0' X V-S" 41" x 83 %u Fiber lass Panel - Insssng ZONE 4 C 5'-0" X 6'-8" 14' x 81 !/2" �' Sliding Glass Door ZONE 4 D 2'-0" X V-8' Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x el'h" E X-L" X L'-8" Solid Core - Wood - 6-Panel P 3'-0' X C-8" Surface mounted S.C. - Wood L panel over 32' dryeaU opening G X-8" x 6'-8" x I ' Solid Core Wood. Steel, or Masonite Door H X-8" X L'-8" Solid Core - Wood - L-Panel J X-6" X V-S" solid Core - Wood - L-Panel - Bi-Fold _ ALL Exterior doors to withstand pressures stated in permit in _ o box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 91 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construetron to nails Jamb N®>Fti��U�o SLAB ar-o" ER 12" 9'-4. 12" x 12' Concrete column oc illed wit concrete an (2) #1 bars vert. tied Into lintels above 0 COVERED PORCH I I o I © I GR AT R OM Ln N I - 6'-O" to '-8" A.F.F. Vaulte8 Ceding I � I O I I I 3 I Align cabinet with outside I f ref. wall DWI I Cabienl! �n LINEN N I CABINET 4a'e vanity 0 o KITCHEN Vanit to be ® O 's 8'-O" A.F.F. 34y5" high 11 Flat Ceiling I Upper cabinets to extend over E. REIF ID L —O --- 4-R3 F.-1 W r--- r ,,helves 4'-7 O r 1 N CNI 4'-T, 2 14'-O" O Im:-- EGRESS 12'-8" 1'-0. MASTER "; BEDROOM 8'-0" A.F.F. IRV Flat Ceiling Van[tyy to be 34.5" high CLOSET C f �I� I Rod d Shelf r---1 CLOSET Ln I I G'-4" I JUNIOR MASTER BEDROOM -O" A.F.F. Flat Calling 13'-2" m r v 1 army to be V R-II Batts 34.5" high Provide Auto loser on Door r 22' x 54' 4"$ Steel Ballard 0 Attic Access See detail on Q�lear wall 3 1 with light I sheet #2 space for L — — — — — J door 50 Amp 2 C A R Panel GARAGE R-II Batts O f-------------Flat Ceding 1 1 I t7 Q101E)11 3TEM EREDInline with door � to laundry & COVERED 12'-8" PORCH all ick wells in Garage to be struck block KIC0A i iKL II'-8" 3'-8"�< J 16'-0" ® 2'-8" 12'-8" 22'-4" 0" Braden III=1111=III III -1 .. 1111=1111=1111=1111= Brade >t Braden ALA. Pro MODEL: Date Drawn : Revisions : Sheet �111=1111 = _ —III IIII=1111= "" Wynne Building Corp. 9-9-19 I111 417 S.E.ts -Planners RIGHT y REVIEWED FOR -�111=1111=III=III=ill _ GARAGE 14" x 14" Concrete footing 14' with (2) #5 bars coat. and #5 41i S.Coconut Avenue THE M A N p R 1 i ratan 2 transverse bars at 48" o.c. el : (112) 281-8258 TYPICAL SECTION ax : (�l2) 28�-8283 Spanish Lakes IMPACT Checked b : CODE COIIIIIPLI/�IdICE E mail: bradenaia8comcast.net P 9 ST. LUCIE COUNTY Scale : 1/2" = I'-O" Stuart. FL 34994 UAAC000032 St. Lucie County Florida ID. R.B. BOCC OF 5 3 on N O in Comm # IS��I .7 I rK,U1 ,. I U77N/"�L IXk-/ I = 0 : 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 2,600 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 15 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR w F-OuNDATiON 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) = 4-7 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60. MEETING ASTM A -IL, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30i 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 1400 PSI 15. 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 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 'I8" 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 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 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 loll test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 Specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footing: and 1-1/2" concrete protection at beams for ALL reinforcing bars. L #5 bar vert, w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR VXV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 1� 4 rl PICAL FOOTI�NI 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. DETAIL —J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q foundation plan 10" (2) US bars cost. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-5" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter IL" below finished floor ii• 7 Verify house slab height in field II I 3010x30"xl6" concrete column footing with (4) #5 bars each way COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" SCALE: 1/4" = I'- FOOTiNG SCHEDULE Mark s1w Description ( 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS XONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS P 30" x 30" x U."D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ©14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS XONTINUOUS - CURB S 0'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous C x6" #10/10 WWM on IO mil Visqueen over clean compacted termite treated fill GRADE PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Adjust curb height zr based on gar. floor 4" concrete slab with fibermesh OR slope. 6 xclean0/10 WWM on atedefill over #5 bar in curb c patted termitemil tr Grade ,111611)� Mill _ Ito �r s✓ I . III— I I I I 14% x 14"d concrete monolithic 79,1 — I I I j— „ footing with (2) #5 bars cost. 14" RAGE CURB DETAIL SCALE 1/2" = 1'-0 " Termite Protection (for New Construction. Soil treatment used for subte ranean termite prevention inside the foundation perimetet shall be done after all excavation, backfilling and corrpaction is complete. If soil area is disturbed after initial chemical soil treatmen 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 De artment of Agriculture and consumer services. Protective sleeves around mt allic piping penetrating concrete slab on grade floorshall not be of cellulose containing materials and shallcelve application of termicide in annular space beeen sleeve and pipe. Filled Cell Masonry Column fth One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location El .' ` el n le Filled Cell Cc lumn NTS Filled Cell Masonry Column ith One #5 From Footing To Bea Each. Conc. Fill To Be 3000 PSI See Floor Plan For Loca ion NTS 2" x 6" PT wood secured with 3/8"dia. x 6" anchor bolt at Is" o.c. Braider 4 Braden AIA, FA overhead door track secured to wood jamb per manufacturer's product approval Architects - Planners Garage Door Jamb Detail 411 S.E. Coconut Avenue el (7�2) 287-8258 ax : (112) 28'1-8283 GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS9B iN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT E mail: bradenaia6comcast.net APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. „. _. - .,.,.. ... . _.. - - __ z N UJ4nne Building Corp. THEE MANOR 11 Spanish Lakes St. Lucie County Florida I 9'-C I 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above -------= I NOT NCLUDEDel I ON THIS P:fRNIT I 2l'-O" iL — — - -J z Q Ju O 14'-O" r- --——— — — — — -- FI FI I I I 4" I I 0 Rear Porch Slab to L 1 0) be poured separately I N from House Slab. 4 I 4 2r-o° r I I Thicken footing to 24% 14"d 24"L a x x Q Q t] „ O (DIM] I under filled cell under girder hearing. ——————----i----- J FI -- r FI Rear Patio/Slab to RV be flush with bottom of sliding door recess. 'I Slope I" I I it I I i II i I I it I 1 i it �I I I I I 4" concrete slab with fibermesh OR l" a I 6"x6" #10/10 WWM on 6 mil Visqueen over I F- I clean compacted termite treated fill II o i 1 ail I I I� I DWI O� I I FI I to Po I i FI ` o IF I r- I II I I to QO irz 10 (':J I o A#IC o I----------J I di ------ --- - o - i Steel Balls d I -4 d shheet#a II on I 51 0 I I I 15Panel �"1p 2 I I FI i I 1 0 concrete slab with fibermesh OR `I 1 I Vx6" #10/10 WWM on 6 mil Visqueen over p a clean compacted termite treated fill ry a—FI I p 21'-0" roo a ®®I �I W FI I O i r I I 0 __—_ — J o 5'-0" I t o N- F- I n o f I �- I�4 Hg00, o L— — — — — — — — — — — — — — — — — — -------�-- 1 IE3101Recess for 9310 01 12" x 12" Concrete column Garage uoor block fitted with concrete and (2) #1 bars vent. tied into lintels above T-8" 35'-O" MODEL: Date Drawn Revisions 9-9-19 GARAGE Drawn raven by: RIGHT IMPACT ����u� Checked by: D.R.B. Sheet Comm # REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC OF 5 Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide #5 bar act in pre -cast lintel into beam where length of the opening calls for it. p g ROOF — Overhangs F at L. A a I —O N unless Scale : 1/2" = 1'-0" otherwise noted On this sheet Strap truss to wall using Simpson MGT with 5/8 dia. threaded rod with min 12" embedment into beam either wet set or in e ox with ------ (22) I d Walla nto trues. Ad bloek,ng to ETA 20 truss cc ber detail on this s`�,eet � Simpson HETA 20 hurricane anchor at each truss " ( 24 o.c.) supporting Max. IBIO Ibs uplift ROOF SHEETING ATTACHMENT D E T A I L :. _de • . I".lintel ". .. _ Cast-Cfe6s, :_ set in mortar Bearing Ke Area Edge Field Fastener Pressu re Zone 1 6" 6" Bid ring shank 45 psf Zone 2 41, 6" Bid ring shank -% psf Zone 3 4114" 8d ring shank 84 psf ** Zane 3a 6" 6" us wood screw 112.5 psf ."1 Provide PT Buck attached per jamb details into filled cell ' 4' Pre -cast t sill r.' A — Roof pitch at 't:12 Unless Otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUS CONNECTIONS BY TRUSS MANUFACTURE — Architect to review Trusc Shop Drawings Prior Poured Filled Cell to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar diameters overlap in Pilled call. Tie tiled cell steel into continuous Pooter steel. O Concrete Footingg F_ (see footer echadule w for exact sizes) ** Use nails or screws based on pressure for roof stated DETAIL AT WINDOW OPENING IN in permit info box on these plans for zone 3 CBS WALL Scale: I/2" = I'-O" to SINGLE PLY REAR GIRDER TRUSS fo O � v a, Nail 2' x 4" blocking to vert. leg or as truss with IOd x 1.5 Wads at 4 O.C. sli Verify with Plan ry Install Simpson MGT into wall using2 D 0 dia. threaded rod set min. 12' aO Concrete ^-5/8' 12 "x 12° into wet beam and (22) Iced nods into true -C U Lintel Column Block a U toKI KI r (V 48 Bar Da. Reber TRUSS BLOCKING DETAIL Rebar Min. overlap AT GIRDER STRAPPING AT CENTER BEARING POINT oQ Column to Lintel Attachment NTS LLI 1/8" thick light textured stucco installed per D BEAM SCHEDULE ASTM C 9lover ASTM type paper backed wire lath nailed one to substrate through one lager of ASTM D Tjilpwr 2 felt -paper using 8d nails. Substrate to be 19/3 CDX Plywood nailed at 6" o.c. in field Mark Size and Description and edges with IOd ring shank nails into studs. �v Two rows of beam block filled with concrete and I #5 bar Gulf Coeat Su I and MFG 5v Cnm Metal raofin FL #11651.12 Aluminum Drvp pp y p g Edge t Fascia BI continuous in each row. Hook vert. bar over to p bar With 2L ga. 5v crimp metal roofing attached to plywood deck using #q x I.5 " #5 90° bend bar with a 10" min. lap at top bar. 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Flash and Counter ap.aced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach ddck to trusses using attachment detal on this sheet flash Brace Gable end Nail ledger to with 2' x 4' SYP #2 8ft back nailed to bottom Additional Precast Lin all A liars r ('- , :; `''= CLEAR is;,: 9 P 'I ' ' 9 ```' ~�`<< Lintel Length Bar Length Clear Span "A" Bars "B" Bars T-10" 2'-8" '-6" 2,tt3 none ' i •: 1.} i i i r c i �---- ./ ----'i ti.---- At 3'-6" 3'-4" 2'-2" 2,#3 none 81'8-OBAT 8F8-IBAT 8F8-IB/2T ;� Additional 4'-0. 3'-10" 2'-8" 2 u3 none #5 barn CLEAR _..i ...<;+; 4'-6" 4'-4" V-2" 2,#3 none ne Row of "H" Block Above :.'f':^":: 5'-4" 5'-2" 4'-0' 2A3 none r'� "^f Precast Lintel 5'-8" 4'-6" 2,#4 none :•; , +:..... , Additional 2,3;none �----y 95 bare t----'i 1'-6" 1'-0" 6'-2" 2 u5 none BFIL-IBAT BFIL-8/2'r 81_4" -l'-10" I T-O" 2,#5 none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-L5" 2. min. bearing required a ea. end-8" 3. standard for rent. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size ast-Crate Specification owe of "H" Block Above " Bottom Steel size Top Steel Size Max Gravity Load (PLF) Max U/krt l�sd ( LF) May- Lateral Load (PLF) L22 2'-2' 3'-L' BPS-OBAT 1 #5 30L9 16L9 1024 L31 2'-6" T-8" 3'-1' 4'-0' BF8-OBAT 1 #5 2541 13L3 163 L45 4'-5' S'-l0' 8F8-OBAT 1 45 1105 109 339 L50 5'-O" L'-L" BF8-OBAT 1 #5 1238 ess 121 L60 6'-8" 1'-v SF8-OBAT 1 #5 1011 121 534 LBO 8'-O' 9'-4' 8F8-iB/2T 1 #5 2 #5 162 511 612 L90 9'-0' 10'-6' BF8-IB/2T I a5 2 #5 L43 Sao 401 L90B 9'-0' 10'-L' BFIL-IB/2T ONE 1 #5 2 #5 1533 1103 401 LI00 10'-O" II'-4' 8F8-IB/2T 1 #5 2 05 582 414 452 LIOOB 10'-0" ll'-4" BFIL-IB/2T ONE 1 #5 2 #5 13LL 1028 452 L120 IT-O" 13'-4' 8F8-IB/2T 1 85 2 #5 411 428 324 L120B 12'-0' 13'-4" BFIL-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-O' 15'-4" BFIL-I5/2T ONE 1 #5 2 #5 1250 L09 251 L160 IV -ON m'-4" 8F8-IB/2'r t #5 2 #5 300 112 194 L160B IL'-O" IZ'-4" BFIL-IB/2T ONE 1 #5 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 LORD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. wall gable and truss with (2) iOd n4ils of top chords using (2) IOd nails at each truss at each web 12 Simpson HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSES wit(hxa1ctruss h10) IOdl/Z'nails 24"o.c, TYPICAL ( 24" o.c.) supportmg Max ( shop drawings by manufacturer ) Ie101bs. uplift —v Aluminum DripR-30 b own fiberglass Edge 4 Fascia � 1/2, thr stucco on 3/9' Is -rib lath in bottor chord or trusses Q 12° attached to horizontal and vertical wood N framing with nails or staples to provide /2" drgwi ill with smooth finish 2" x L" Sub-Faxi no lea then 1-3/4" penetration into horizoMeet wood framing and 3/4' penetration Two rows of beam block filled with concrete ante vertical weed framing memb°"s and (1) 45 bar cunt_ in each row. Substitute Keycan fill o win winul eoffn metalled precast Intel bar Cont. filled with concrete and (I) #5 for bottom row over openings 1~ll using I/8" du shank x I5" big galy. dia. = roofing Wale with 3/8" head per product approval - see chart sheet #1 1/2" dryLiall over 1" x furringg 5/8" thick light textured strips s IL" o.c. with R4.1 fi-foil stucco on typical concrete insulate on t 1ea1 8" Block 12' x 12' concrete column block construction by a block filled with concrete Varies -see Ian All dryw ill to a installed per FBC R102.3.1 and (2) #1 bars vet tied p T and shal meet all ertain,n ASTM codes into lintels above r thicken edge to 8"x8° with concrete and one #5 bar continuous BEYOND Top of footer 16 below finished floor tt5 bar vent. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door races. ai Wood Base Mortar and Mor Provide Fill cell (U #5 b Max. ape 48" until see foun spacing o be Type "M" only. proportioned per FBC R401.1 ar joints shall comp with FBC RL01.2.1. Our-O-Rock at all wet areas (ex. showers, tubs etc...) oth concrete and r vert. (typical). eig shall not exceed otherwise noted lation plan notes for t openings Step per Foundation plan a Slope per foundation plan "r 4" coi VxV #I clean Crete slab with fibermesh OR 10 WWM on L mil Visqueen over ompacted termite treated fill , L091q mills FM FIN FAA I D 1 _ _ _ _ _ _ _ _ _ Provide (2) HETA 20 ETA 20 — -_ 1=III 11=1 III 1=1—III 1=1 11=1 I= 1=1 I I I I = straps at this location Simpson HETA 20 = 1_ I. ,III hurricane anchor at each truss ( 24" o.c.) supporting Max. _I III—IIII—IIII " . :', = 1 1 , :IIII—� —� —� l l F1 1810 1bS. uplif t ►III.;,,IIII=-111� .I;ii-i►—il=till=11 3 Tqpical Section at Frort Porch tale : 1/2" = V-O" Braden it Braden AIAe PA Wanie Building COrp . MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners -— GARAGE 9-9-19 REVIEWED FO 417 S.E. Coconut Avenue THE MANOR 11 RIGHT Drawn by: CODE COMPLIA ICE -T el : (112) 281-8268 Fax : (112) 281-8283 IMPACT C.C.U. ST. LUCIE COM TY E mail: bradenaiaecomcast.net Spanish S L Lakes C t FI d Checked by: BOCC Stuart FL 34994 #AAC000032 t. ucle oun g Orl a OF 5 -2-19 Obt. P PANEL "A" Pole* SR Load I Wire Description cires circ# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 6 Driier #10 5.0 Its 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 'I e 1 20 #12 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1 1.2 kw 1 012 Microwave 13 14 Air Handlar #10 5.0 kw 30 2 1 15 #14 General Lighting Is 14 I I5 - #N General Lighting 11 is WH #10 5.0 kw 25 2 1 15 #14 General Lighting 19 20 I 15 $14 General Lighting 21 22 Goo #12 0.81 KW 20 I 1 Is - #N General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description I i Qt . Watts Total(Watts) General Lighting 1!3, watts sq. ftJ ,, Small A,ppliance.Cgcmt(e>,.„ ,,,,,,,,, .................. Range , , , Refrigerator MlcrowaV.a..................................................... Dish Washer Glothee„W.54her....................................... Clothep.,Dryer........................ ....................... Water Heater Garage,Door.Opener,,,,,,,,,,,,,,,,,,,,,,,,,,, „ ,,,,,,,,, 1135 3 5,205 2 I,500 3000 1 12,000 12,000 1 1200 1200 1 1500 1500 1 1200 1 1200 1 1200 1200 1 5,000 5,000 1 4,500 14,500 1 810 SIO Total Watts 35,415 First 10000 Watts e100% 1 10,000 IO 000 _ Remainder 25,415 e40% 1 O 10,2.44 Electric Heat or A/C 10,000 a65% I 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed PB Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light ssig eterproo ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector Flood Light TO Thermostat m Electrical Panel © Central Vac CEE� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack QTelephone Jack .mac A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light sFxa Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O we 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. AL Cable (3) 41 THHN Copper With# 1 GrndER 2" PVC Schedule 40 conduit 2" PVC schedule AMP 40 conduit sleeve ISO MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can %1 meter can n Intersystem bonding Intersyatem bonding 2" PVC ( FPL)- TermineUon pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bari2)#L,c4opel Wine GEC Ber>aL'e�pe��uire 9 C7_ Caa vansaed to 8 e vanzied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER Vent thru Sofflf--- AiC SEE MANUAL J" and Energy Calculation for Unit into 121 CFM IOxIOxL MASTER BEDROOM 121 CFM IOxIOX4 12x12 112x12 B/A B/A �y 221 CFM loxIoxe I LSx4x4�1 D 31 CF 8x4x4 CLOSET 11 14" A PAC 12x12 LT II B/A II JUNIOR MASTER BEDROOM t COVERED PORCH I I I I GRAT R IOM I I ♦I I I U.H. r\- v ®�-4"m Steel Ballard Ul 22" x 5 See detail on tu (Attic Acceu I I this sheet ��Oq L with light - - J I I Q d l I O Amp J Panel Lc_R1------------- __- 2 CAR GARAGE f------------------------------- 1 I I I i I l I I I l I I I I I I I I I I I I I I l I I I I l I I I I MASTER BEDROOM IN 221 CFM - - - IOxlOx8 Exhaust Duct Thru Soffit . I 1 I o o DWI I I I KITCHEN O 114 CFM IOxlOx1 I I 1110w, N TQ WP GFCI ° 0 Install owlet under disc. N not shown or clarity 2 C Soffit U 8x4 -----Tent 1,Fr u OWDE I A jC T NOO II I5 CFM 8 4x4 i I 48 CFM a 8x4x4 40 CFM 8x4x4 to I AUNDRY 0 COVERED o PORCH - Contractor shell torque lugs I.A.W. recommendations which shall be verified prior to construction - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction I��I I ' x Y Omanufacturers U - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment /1�\.\ ELECTRIC NOTES: SCALE: I/4" = 1'-01i I. Use copper wire onig from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors, the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location or electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected other phase of installation that may have been damaged. L. Recessed cans to be Installed per NFPA requirements. IL. It is not the intent of these plans to show every minor derail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFC( 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. S. A/C Return Air Balance Must comply w/ FBC RM1402 the requirements necessary for the equipment to be placed in 9. A/C Refrig�rgnt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT Attic Venting CalculatlonS FBC 2309.7 Total Attic Space = 2481 sq. ft. Venting Fatio 1/150 = 16.58 Sq. ft. required Provide A Continuous Vented Soffit sleeved in C 11• All work &hall be done in accordance with the N.E.C. and conduit. /� /� p /� 10. 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 t Braden AIAt PA 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed system shall be fully operative. and telephone company. Architects - Planners 12. Contractor shall pay for all foes, permits, tearing, and 11 S.E. Coconut Avenue inspections including blower testing where required. 18. The electrical syatem shall be completely and effectivelt� 13. All work shall be coordinated with other trades to nvold grounded as required by the latest edition of the N.E.C. Tel (112) 281-8258 interference with the progress or construction. ax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' `i,i,'-duration or the work, against the public liability and property damage for the labels where applicable. E- ail: bradenalascomcast.net Stuart. FL 349% #AACOOCOS2 I6" Opt. PATIO SLAB LP GFCI Tv I� CPD ORCH I \ `J� T V I I I O 0 \ n kc/carbon I -0d I CLOS�T I I , [IM550 CFM FAN I CLOSET I 9eoke non C< I \ I HIMEa S� / ' s JUNIOR MASTER' / / / 50 CFM / FAN GR AT RO M II II I I ll /I I � I / I / wbon / '1 iteat7 / I GFCI � I \ I el \ o o WI � GFCI I I 2 KITCHEN �4- rmllwIf�1�iM 0 W.H. 42"h GFCI � ® P® O DER O CFM 4"m See Steel Ballard I�22" x 54" detail 44ttic Access \ this on sheet with light i - - Pull chain I Exhaust Duct 50 Amp 11ght in attic Pc T Thru Soffit Panel 2 CAR GARAGE OPTIONAL PANEL /NOOK LOCATION h GFCI �3 w f------------------- ---------- -42 1 N 4,. Exhaust Da000rr I / Q Duct Thru Opener I r Wall // p LAUNDRY Light s 1 to aarrrr K\ 1 i 1 I Wire For Front Post I (UP GFCI Light l I I COVERED PORCH ECTi�IC/4 SCALE: 1/4" = 1'-011 Wunne Building Corp. THE MANOR -11 Spanish Lakes St. Lucie County Florida 30" AN Post Light with Photo cell \ MODEL: Date Drawn Revisions Drawnby: C.C.U. Checked by: D.R.B. Sheet REVIEWED FOR _ CODE COMPLIANCE E ST. LUCIE COUNTY Rnrn OF 5 Comm tt 1 =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. n - __ &_ - z_ S DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less A ju To u Span Spre er Bar 60 degrees orless 9 gi 12 span 4: Tag line �bprox 2p to —.-0approx. Tag lineg0iiiiiiiiiiiiii V2 of Span. REFER TO BCSI Truss must be set this way if crane is used. REFER TO BCSI 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 Aare installed. 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. N WARNING The size of these trusses makes it necessary that they e 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 F7 2/12 VAULT BRIG WALL @ 8'- 1" AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 180 - 24' IN LENGTH!! 0 Do not stand on trusses until they are braced per BC 1 & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. �I �it III It It -II 1 14-00-00 �N ' DWI ill III �W �N ODD SPACE 10-08 I/) q (✓/ITH/ LOAD ,ON T.C. PERT USS FOR A.HBS POINij A 7' SET -BACK III HIPTRUSS HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT -- --- — _---- "----- - -' TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. CORNDERJACKS x 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery t ARE NOT BEVELED ti SEESTANDARDndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers TrL ENGINEERING. - J that have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers Drift fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss h he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss 1 a responsible for dump delivery only. The buyer is responsible for additional delivery expenses 0 Chambers Truss h o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer • -_ram,_- esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per h( ,'I Be for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no pri ',I 9 agreement a reasonable t F nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tru CO o.c. THRU easonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will ONLY ER JACKS 24 1' 1.1n i dded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guaranis CORNER DETAIL ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and t -- - ------ ------ ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by t ERHANGS NOT SHOWN FOR CLARITY ecipient. _;. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred - -'---------------- — - - erein, 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 Recommended Guidelines On Responsibilities I onstruction Using Metal Plate Connected Wood Trusses ANSI/TPI1WTCA 4 - 2002"" 12 Warranty is per Chambers Truss Warranty attached. DATED dF' IGNED O a � PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'4' END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-l" �4 END DETAIL: VAULT ,1 That ltpahttaet'a or ArehlteCYs ropreaeRtativa 13 fihop drawing approval Is NOT A "t113ghle chedk" Rf the @aR1FaRtkrP, 7 The KAntFaFtor. yhall rprr iiln F@;PBR0419 fgr yhgcking field mea§ufvrot?Rta and ether tionstrL,atlon criteria. ArGhit@et'F opprslyal covers general loaf ahapw, raviow of truss ,strapping, and loading On Structure from gravity and uplift load* and t5lelr re; c ive IorsatlOR A0proved By Date;_„- _ -- -- eraden & raden A.I.A. P.A. A spreader bar may be required per "BCSI" to prevent injury & damage. Iddhi Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. ..114111111 Temporary p ry and permanent bracing are required and can save life and property and is the responsibility of the truss erector. .4961. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set lumb and square -.1111111116.1 Do not set bunks or stack of plywood, 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 Agok2h ffff can er Avenue 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 list created from this layout /1__�_J/ / .5— / / This layout sent to jobsite 1(3 3 / IS-10 LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 16N 6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Highest Mean Height Sheathing by builder 15' REVIEWED FOF Building Type Building Category Enclosed II; Non Restrictive 'CODE COMPLIAN Exposure Category C>Open Terrain with scattQlr}ob*trYdf Miles from Ocean 5 •v7 �1 LL�.IIJJ E COUN� Conforms to Florida Building Code 2017 b®C^ R.D.L.=Restraining Dead Load C.B.=Continuous Bracing o C Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: M11439 SCALE: 1 /411 = 1'-011 82 total trusses, 16 unique designs Designer: BLW Reviewed by: _ Date: 09/11/18 Revised 09/21/18 FOR ( / �)� Wynne ale S,eff� G /�tJf DESCRIPTION: 76'�2&5 MANOR 71 / GARAGE RIGHT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M 11439