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HomeMy WebLinkAboutBuilding PlansI Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" O.C. max spacing over (type 2) 30 lb Pelt underlagment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with I. " ring spaced 6 o.c. at all laps and two staggered rows 12' o.c. fie deck to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" D woo screws with self sealing washer at 12' o.c, max spacing over ASTM D nd !type 2) 30 lb felt underlagment installed with min. 4 side laps and 6" end mils laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ach spaced L o.c. at all la s and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet 5/8" thick light textured stucco on typical concrete block construction I 12 SLOPE 4 a p 4 12 4 1 SLOPE SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #114,51.12 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 ftype 2) 30 lb felt underlagment installed with min. 4 aide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" ox. at all laps and two etaggeretl rows 12" o.c. in field. Attach deck to trusses using attachment detail! on this sheet Finished Floor 5/8" thick light textured stucco on typical concrete block construction L E V SCALE: 1/4' - P-O' Product Approval Submittal Affidavit Opsnfog 8ohsdttb BwJns Doan, OvwhwA Doors. Midini Doom laadows &Opening W51Dihb 1,4GAV'A product Model f ManufacturerGlem TM Attachment method t1Design Frwaure 1,2,3 FL# 239.3 Single Hun g g SH-'100 PGT 5/I6" 1/4" dra. tape u/ inn. 1 3/8' penetrate o b• per or contractor r %liefhere to ± 80.0 PSF 44 Impact npn. edge approvalecified on A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max. adth IL'—O' DAB i sp,,�g"vsrt sea . L H als.v. e s �s a�'i,�!�+', � t. mot 1,,,-9-21 + 50.0/-LO.O of P max height �• "r (Cf;r."t .dh.r. b Ewa MAW wII B FL# ILLl4.l Fiberglass Der n Pro/ Jeld—Wan Elco 1/4' dia. an with min 1.25" embedment at 3' max I from corners inddTl%% o.c. max thereafter in head and �t , '1 _.. + 50.0 P5F Smog h Pro C FL# 251.5 Sliding Glass g Series 110 SGD PGT 1' nom " " 1/4' dw. tape Rs u/ on. I (9/4c penetratio�i spaced per praotluct approve. ohtractor all s�e t, ---- + LO.O PSF Door Type GSA min 2 I/2 edge dstances specified in Product approval - product Model Manufacturer Attachment Method Esriiratidu Design Ps une NUMM Dare Approved Tests MmuiOme Iof nstall er fastener type and spacings shown sin Table IA and IS FL# 261.1 1' x 2 3/4' x .315' PGT m product approval on sheet 5 of 22. ± 58.0 PSF Roof FL# IBL51.12 SV Crrmp Metal RooPin Gulf Coast Supply 2L a. 5v armpp metal roofing attached to plywood deck umng #9 x 15" screw with self seating washer et 12 ae. max spacing over ASTM D g and manufacturing (type 2) 30 Ib felt underlagment installed with min. 4 vide laps and L end laps fastened with corrosion resistant tin cats and with 1.25' ring sheik nails �s — 108.5 PSF ■ eed G c.c. at all and two eta red rows l2 ae. in field. Attach desk to trusses attachment detat roof using an plan Siding Stucco on Block �. soffit 11 12198.3 Vinyl Soffit Model T4 12" vented ` Kagcan Install using 2" x 2' battens at Io.c. screwed to soffit framing using #8 x 3' wood screws at each truss. Install soffit to battens using 0,12' dia, x 1.5' long ring shank mails with S/8' dia. hand- +55.0/-35.0 PSF Hurrican Pamela I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands stucco on tgplcal concrete 5/8" thick x 8"w cut blockconstructioncoral finished stucco bands SCALE: 1/4' - I'-O' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11f 3l.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 aide laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C 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' CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 ; a '¢ SLOPE -1° BEARIN mom ®®®® o❑ , �®®® In �� 71 ] 010 r5l . 5/8" thick x 8"w cut coral finished stucco bands \ 0* I I ELEVATION 2" x 4' top plate `1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base -board 1 / 2" x 4' P.T.'bottom plate \ 4" concrete slab with fibermesh OR L"xL' #10/10 WWM on L mil Vraqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts racien 0 R,r . NIA, WUnne Budding Corp. Archit is - Planners 411 S.E. Coconut Avenues 1 H E w I Nv O RTel (1 12) 281-8258 Fax : (112) 281-8283 �T E—marl: bradenaias comcast. net S�ankh lakes . Lucid County Florida Stuart. FL 3499L #AACOOOOS2 SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building[ Design is: Enclosed Risk Categor • II Wind Velocity: IL5 mph ultimate Mean Roof Height•__ll�_'� ' Roof Pitch: 4:I2 Internal Pressure coefficient: -kD I@_ Subjectabilit# to damage romic eathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.�2L Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O1DL+OAWL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.L psi Roof Zone: 2. +20.L/-51.0 pill Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Preasure (NET) Wall Zone.: +5.+35.8/-4'8f.11 pal CCaponenta t Cladding WInd Pressure (NET) at Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Are Components an Cladding Dataft Provided? Yes Minimum Sal Bearing Pressel�o si. Presumptive: MIUX B Tsst: psi S E RO I� a A,fl. PnNR IM A T PROTECTION- FOR O E IN ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 4Lof _ FLOOR DEAD LOAD:10 pal WaI T nr -.� Roof 'one 1: ® Wnlb) Zone END ZONE = Corner Zo ilia ® loaf Zone 3 JOB ,40DRB Sw �� � �.��, ����_ N1.1CV C� Model- gate drawn n Re�/i810na Sheet 10=MM REAR 3-28-18 Y 5-23-18 Garage,wr sl°°��f��, `i""t"' I C H Drawn bg: RIGHT Checked bg: REVI�ED O� Impact D.R.B. CODE COMPLIANCE Orm 5 • BOCC (✓' FLOOR .. O O PLAN * I Race" top plate L"w x 3/8'd Counter top -verily typo r L JG-1� I � 4" for steel wpport angb with contractor CRASH POST DETAIL me detail an this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. 1. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter steel crash post. Floor Steel countertop support angle proceeding with work. Flange with 4 - 3/8" install L' from each and and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into me in �e dnterraior taunter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksl steel plate) g 2" x e' woad studs a minimum 1,400 P.S.I. fiber stress. 6" at IL" D.C. I/2 drywall 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2' x e° PT wood plats ALL Concrete used for vertical filled cells, cont, tie beams etc.. to" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. Drywall at ceilings shall be leveled and attached to bottom chord =3/a" 0 s" KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department � „ ��z„ surveyor to set in field. ,_. 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater S. Wall and Ceding shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 4. Wall and ceilingg finishes shall have a smoke -developed index of not greater than 460 per FBC R302.9.2 1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 8. Gyyppsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 C9b0, C1002, C1041,C1111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5� Drywall Thickneu Location Orientation Memyne9 Max spacing or fasteners Nail wizing options for drywall Spacing installation of into MaximumNails Screws wood framingmembers 2" x min. thickness Ceiling Perpendicular 24" 7' 12" 13ga 1 3/8" long with 141/64" head OR 0.098' diameter x 11/4" longg y2 annular -ringed or Sal ail coder n OR 0.080" dia. xx 1 5/8" Ion with g Walls Direction IL' g , IL' 15/64' headR Gylpsum board nail 0.080 dia. x 1 5/8° with 9/32" fiend. Ceiling Perpendicular 24" 1' 12' 13ga 15/e log with 19/44' head OR 0.098" diameter x 1 3/8' long annular -ringed or Id coder nail OR 0.092' dia. xx 1 1/8' long with Walls Either IL' 8• 1L' Direction 1/4' head OR Gypaum board nail 0.0915' dia. x 1 1/6' with 141/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1. A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed 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 including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall. crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2f. 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 Ib felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 6" o.c. at all laps and two staggered rows 12' o.c. in field. Attach dpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal eith flgU) IOdfi x at 1/2"cna Is ws f 24" o.c.) &uppporting May- 's 101be, upldt EdgeAluminum Drip Edge t Fascia 2" x L" Sub -Fascia Kagcom full o vent vmgl adht ! sang 1/8' the shank x TV long reeling nails with 3/8" dia. head preduet approval - see chart of 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30' Overlap at each filled call Grade I i _ j2`2'iii BATH R I ILAVA I ?-' 3!� 1 ly�i•• I I .a - 1 .4aeH luvl iiy';3 .. j 2• LAUNDRY • 1 I I 1 1 I 2.1 I i 1 "-4 2" oc P J 2" 3" *=_1 " 1 3 .c-i 2" 2 r Window Schedule Mark Size Roucih O en. Window Descry tlon PRESSURE ZONE I. 4'-5Ys"x 4'-I,'/a' 64Ye"x 54Y," Singh Hung ZONE 4 V-2 Ye"x 6'-3 %" 15' x 63 Y;' Segh Hung ZONE 4 2'-2' x V-2%2" 21h"x 385's" Singh Hung ZONE 4 4. 3'-I' x 6'-SW 38' x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough O enrn Door Description PRESSURE ZONE A 9'-0' X 1'-O' 108' x 84' Overhead Garage Door ZONE 4 H 3'-O• X c'-8• 416'r4" x 83�4" 1=lber Panel - I ZONE 4 C c'-OM X V-8' 14' x el %2" " Ns Biting Glean Dos' ZONE 4 D 2'-0' X V-8' Solid Core - Wood - 6-Panel-Sir-Pold Pnaahed 24' x 81 %2" 8 2'-6' X 6'-8' Solid Care - wood - 6-Panel IN 8'-0' X 61-V Schd Care - Wood - 6-Panel - Bi--Fold G 2'-8' x V-8" x I N" Solid Core Wood. Steol, or Maaante Door H 2'-8' X V-8' Sohd Core - Wood - 6-Panel J 2'-6' X V-8' Solid Core - Wood - 6-Pamll - BrPohd ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction in permit info AND SHALL ON SHEET #1 12 PRE-ENGINEERED TRUSSES I" x L' P.T. Buck nailed to Masonry Beam 4 at 24"o.c. TYPICAL block with case hardened nails (shop drawings by manufacturer) prior to door attachment R-3O blown fiberglass in bottom chord of trusses 1/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cunt. !n each row. Substitute ad precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings #1 1/2" dryywall over I" x furrin strips at IL" o.c, with R4.1 pi -foil _ Insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. as Mortar to be Type "M' onlgg proportioned per FBC R601.1 - and Mortar Jonts shall compry with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and KITCHEN r M1v 4, 1 12 n I Vi 2' R. i BATH #2 SANITARY RISER nts Attach buck to block mall with 1/4' dia. Elco conc screws with on. 1 1/4" penetration at 12' o c. max and 4" max from each corner thru e amor fats 2' x L' PT Buck ad aros as Wood screws taw jamb into buck Detail at Door aptw to eachbag' °rid 16' ea mini and W door attachment NTS INSTALL VULKEM BLOCK SEALANT T ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION O Instal windows thru buds into block with 3/I4' tap -con with 1 1/2' penetratial at L' o c. am free each corner and 20." oc. wax thereafter rt .Ieab• and 20" ec. max. Exterior face at head aril ill par product approval of sell Suds to be r x 4' PT I'x4' P.T. Buck nailed to lock with caw hardened nails Detail at Windows prior to window attachment NTS IT Verify attachment hole location with GC install SGD thru buck into prior to fabrication / block with 3/I4" tap -con with st el bhacket L„ 1 1/2 penetration at 6 o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/16" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at L" o.c. max. /i from each corner and 20" o.c. max thereafter at sill per product approval I' x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door =; (1) #5 bar (typical). Masonry wallax. gvert. spacin shall not exceed 48' unless otherwise notedWood Base see foundation plan notes forLA49!r spacing at openings Bottom 7ret Typical Flooring J 4" concrete slab with fibermash OR Sill Install SGD thru buck into L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill block" with 3/1 i" tap- conwith - _ IIIIIIIIIIII-IIII IIII-�1 I! I- i 14" x 14" Concrete looting with (2) #5 bars cunt. and #5 TYPICAL SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Sliding Door Detail pens ra Iona o.c. max from each corder and 20." o.c. max At Masonry Wall NTS thereafter at jambs per product approval Jamb H.B. 1" 15'-3" 8'-IOY2" I 8'-I0Y2" I Y2° 1'-1 y2„ EGRESS N12" x 12" Concrete column block filled with concrete and 13'-II" - O (2) #1 bars wart. tied Into lintels above Filled cell under PORCH ° r -girder above WIRE LATH t STUCCO CEILING MASTER BEDROOM ° O ° c Flat Calling Vanity to be I I 4 Y2"high 11 Rod t Shelf 8'-O" to 9'-8" A.F.F. `T IRV Vaulted Ceiling 4„ T-3" - 1 in 19'-5" cil i � I O GREAT' ROOM D �LOS T I$ I ac - I 1 0T 19 lu ° 9 5" O 01 in W I- n !If J I N DRYER ASHER LAUNDRY I 8'-0" to 9'-8" A.F.F. v I Vaulted Ceiling .Vanityo be DINING 34Y2"high II , I ROOM T counter tops to I I :r overhang wall 1.5" 3/s, thick steel , e.:,l counter top supp is in I M SECOND a BEDROOM 8'-O" A.P.F. O Flat Ceiling r r 1 THIRD 0) BEDROOM r I 8'-0" A.F.F. fi IV Plat Ceding �r- 12'-e" in ni `R-11 Batts hri•tan Provide auto 150 Amp closer Panel ------- o i---------- 1 o ° 'I GOLF C,ART'l GARAGE in I 13 O" _ Braden t Braden AIAe PA W(unne Building Corp. Architects - Planners 411 S.E. Coconut Avenue JJ CJ. C Tel (112) 281-8258 I T H F. Fax : (112) 281-8283 S anish Lakes E-marl: bradenaiaecomcast.net S Lucie Count Florida 1=1 a.agal- seerrnnnnst� tops to I wall 1.5" I 1 ' LjOPENINGN,z *41" high wall Upper cabinets to extend over Ref. - - - I I a ° I Dw I I I KiTCIHEN 8'-O" to 9'-8" A.F.P._ I Vaulted Ceiling m O I - I MICRO REr. NON-V INT 89' CLEAR L 1I -1 Eats 1naYsesn `r I Provide auto W'} closer4"10 Steel Ballard © Sae detail on thn sheat� ul I OFla Ox 54' I I I = I- A.F.F. [IrA Flat Ceiling In G,4R,4GBlock wall in O° ° MT " garagge to be!'"struck block <+ EMERGENCY EGRESS r------------- I ---� I r I I " I I io 1 I I I I I Olb � E U� lJl o'O r in X H.B. N Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Parch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 1-4,024 Under Roof Total = 2,484 eq. ft. Date Drawn Revisions : Sheet R READrawn 3-28-18 5-23-I8 Garage floor slope and detector bg: smoke revision PORCH C.C.U. REVIEWED FOF2 RiGHT Checked by: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY OF 5 Comm 1�-15°IB impact 0 1 7Z,UL. I U77%f-'iL IXV I r_-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 2,500 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON 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 (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -it., E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. 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.... 5. Contractor to provide filled cell with concrete and 1 45 bar vent. at 48" o.c. max. Provide (1) filled cell on each side of openings lip to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6'-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 2-f" 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 S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark am Dewar Lion I 14% x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 120W X 1460 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x 10D COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"w With x 14"D Curb at Gerage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB • 0'-0" 12"W X ]SOD MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell TIONS one #5 bar continuous 6"xV #10/10 WWM on 10 mll Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill it G - "�III I VIM — III 14"w x 14"d concrete monolithic (III footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL Qr`AI C i/7" = i'-nil 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cont. 12" x 12" concrete column block filled with concrete ' and (2) #1 bars vert. tied into lintela above Top of Tooter It. below finished floor_ Verify house slab height in field PORCH #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar, floor slope. #5 bar in curb \ IIII IIIiII! 30"x30"xl6" concrete column footing with M) #5 bars each way SCALE 1/2" = Min B EDGE DETAIL SCALE 1/2" = I'-O" ONS AL 4" concrete slab with fibermesh OR OxV #10/10 WWM on 10 and Visqueen over clean compacted/termite treated fill —n" a F t= All\ Ill... 14"w x 14"d concrete monolithic 1�footino with (2) #5 bars cont. 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill _,, #5 bar cont. 4Q in 101, (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 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 pipin penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 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 PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. FIII To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Old Double Filled Cell Column Single Filled Cell Column NTS NTS A MEN A/C r------� 12" x 12" concrete column block filled with concrete and (2) #i bars vert. tied Into lintel& above i 8'-I0Y2" I 10'-Oft -- N — �— - --- — — — — ----- i L �, ©�* F1 I I Filled cell under 24" ° r girder above IQ J Rear Porch Slab to O f be poured separately 1 IU I rl ° from House Slab. O N I t I Thicken footing to I 24"w x 14"d x 24"L 1 k I under filled cell ° under girder bearing. I ° —.--- — Rear Patio/Slab to 1 be flush with bottom of 1 sliding door recess. Slope I" 1 I ��yyI �JI i I I N 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over ' clean compacted termite treated fill 1 o I DRYER ASHER I I I I I I 4" concrete slab with fibermesh OR / I © 6 xf.#10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I I \1W w , I i'QI IQ�1 I I © FI 'n ° " ° a) W a I 0 14 st.p W I N _ ° IIL I to13'-O I ° O I ! ° 1.5" Recess for ° ° ° — —Fto//1, araae oor , 2'-8" Braden i Braden AIAe PA Wynne Building Corp. Architects - Planners S.E. Coconut Avenue THE W I I� D S C Telel (112) 281-8258 I Fax : (112) 2 ®1-8283 5 arnsh !_akea E-marl: bradenara comcast. net St. Lucie Count Florida -,ring_ t=t_ %4ggc >rddrrnnnnwo i! 9'-0. FI I I I I I 1 a o I DW i I n ' I I MICROWAVE 1 RED. NON -VENT 1 sr c�eAR ORENING Q Q 1 I 4"o Steel Ballard See detail on this sheet 1 I 1 I 1 I IL I 1 o F51 ti to I I _ I I I I I I I i I li I I I L — — — — — ® — — J 1.5" Recess for 10 &rage Door x-8" 9'-0" 2'-S" 0 m H.B. Date Drawn Revisions : R 3-28-18 5-23-18 Garage floor slope and READrawn bg: smoke detector revision PORCH C.C.U. REVIEWED FOR RiGHT Checked bg: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY C4 0 ;s Sheet Comm # 3 1�-15�B impact OF 5 F FLAN ROOF SHEETING I Provide 95 bars with min. .48 bar Provide tt5 bar set in pre -cast o Scale : 1/2° = 1'-0° diameters overlap into beam. Tie lintel into beam where length of Pilled call steel into continuous the opening calls for It. I n ATTACHMENT DETAIL beam block steel. - Overhangs at 1 -O unless otherwise noted on this sheet Roof pitch at 4:12 unless otherwise noted on this sheet I. Minimum Nail Size = 8d ring shank (min. 2.5" long) Provide Cast -Crete �- - =� - - Truss shop drawings to be provided by manufacturer 2. Minimum Screw Size = #8 x 2" SUB-OB/OT precast `----- - --j —� 3. Minimum Sheathing Thickness 19/32" CDX Plywood hntel set in mortar y _ — An changes tO this plan Shall be submitted tO the 4. Use nails or screws bas d on pressure for roof stated Min. 8' Bearing -- --- --- — -- -- — --- in permit info box on t�ese pans for zone 3 i., ^ ` architect for approval In writing prior tO starting construction. —ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior Provide PT Buck ;. ;, to construction for layout and uplift verification i . { attached per Jamb 1 i Poured Filed Cell tails in Pilled cal - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction 4" Pre -cast silk Ke Area Ede Field Fastener P Max.s Zone 1 6" 4" 8d ring shank 45 psf Zone 2 4 of4" 8d ring shank 16 par Zone 3 4 of 4 It8d ring shank 84 psf ** Zone 3a L" Is of #8 wood screw 112.5 psf ** Use nails or s4rews based on pres ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Verifg with Plan 12"x 12" Column Block Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel ,attachment de tt5 bars with min. 48 bar .era overlap in filed cell. Tie call steel into continuous steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Had 2' x 4' blocking to vert. leg of tress with IOd x L5 nails at 4' o a. u Siapsan MGT into man ' des` threaded rod set aa. 12' met bass and (22) IOd rails into Crow TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS I I 1/8" thick IIM texturad stucco Installed per ASTM C 924 over ASTM D type 2 pa or backed J wire lath Haled 2 felt paper through one Tager of II"'I SCHEDULE ASTM O Type 2 Pelt paper using Sd nelle. Substrate to be 19/32" CDX Plgwood nailed at As o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Descri tion Gulf Coast Supply and MFG 5v Crimp Metal roofing PL #II451.12 Two rows of beam block filled Wlth concrete and 1 #5 bar 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" Bl continuous In each row. Hook vert. bar over top bar Wlth wood screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 90a bend bar With a 10' min. la at t bar. (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and As end p laps fastened with corrosion resistant tin caps and with 1.25' ring shank Halls 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 Additional recast Lintel 85 ban Lintel Bar Clear "A" "B" r,..,. '-'• 1;. �,R Length Length Span Bars Bars T-10" 2'-8" 1'-4" 2 #3 none 3'-4" 3'-4" 2'-2" 2,43 none BPS-08/IT aP8-1111/IT BPe-I15/27 Additional 4'-0" 3'-10" 2'-8" 2,43 none tt5 bars 4'-4" 3'-2" 2,#3 none 7tne Raw of1*1WkAbov5'-4" 5'-2" 4'-O" 2,43 none ecast Li5'-10"5'-8"'"2#4 none 4"-4" 4'-4" 5'-4" Z,# none Additions 45 bars i'-4" 7'-O" 4' -2" 2,45 none NOTES: SFIL-�/IT BFI6-IB/2T 8'-4" 1'-10" 1'-0" 2,#5 none I. min. coverage of steel=l.5" 2, min. bearing required a ea. end=8" ALL reinforcing steel is grade 40, 3. standard for remf. steel-ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) i LINTEL SCHEDULE Mork Windom Unit WidthS Lintel Celt Cr � pow Slawk A v Bottom Steel 8aI Tap Steal Smr Max. �� h116) Max, (PLF) Max. (PLF) L22 2'-2' 31-C BPS-OB/IT I #5 301 rAq 1024 L31,-6; 4'-0' SFS-OB/IT I i5 2661 1368 163 L45 4'-5' S'-10' GPO-OB/IT 1 85 IIOS 111 33411 L50 6'-0' 6'-6' OPS-OB/IT 1 s6 lim 836 121 L60 V-8' 1'-V SPS-OB/IT I s6 ion 121 534 LBO V-00 q'-4• BPS-IB/2T I o5 2 85 152 5,111 512 Li0 V-O' 10'-6' 8f8-11151 1 $5 2 86 643 530 401 00111 V-O" 10'-6' AIL-1812T ONE 1 85 2 as 333 m)3 401 LI00 10'-O' ll'-4' OPS-I8/2T I I U 2 a5 592 4414 462 LI008 10'-0' Ill 81a16-IB/2T ONE 1 a5 2 1 $6 1344 1028 452 L120 1 17-0' 1 13'-4' GPO-I3/2T 1 #5 2 $5 411 428 324 L1205 17-0• 13'-4' BFI6-I5/2T ONE 1 $5 2 a5 1015 110 324 LI40 141-0' 16'-4' OF19-IB/2T ONE 1 85 2 a5 i250 &oq 2sq LI60 le-O. 11'-4' �e-IB/2T 1 B5 2 a5 300 M2 N4 LI60B I6'-O' m'-4' OP16-I11/2T ONE 1 aS 2 $5 4150 500 II - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hm'ne anchor at egch truss with () IOd x I I/2 nails - ( 24' 11 suppporting Max. 1810lbs. upldt Aluminum Drip Edge t Fascia 12" 2" x V Kawcan Pail a vent vinyl soffit Installed using I/8' des shank x 1.5' lorg gaily. roaring nails WrO 3/e' 6a. head per product approval - see chart sheet #1 12' x 12' concrete column block Tilled with concrete and (2) 81 bars vert. twd� Into linteh above thicken edge to 8'xe' with concrete and one #5 bar continuous BEYOND Top of Tooter IL" below fwnishad floor 12 4 Aluminum Drip Edge t Fascia Flash and Counter III Nat ledger to gable and trues with (2) IOd n& at each web hi-nb lath vertical wood s to proWde 3r p" anotratwon Membe 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step Slope per per foundation foundation plan- plan .4 TII 777 IIII III (IIII IIII ��� � I I I'I � �I I I'�'I�=IIII I I IIII III 1=1 I I I=IIII=III .III IIII- =11—III— II-=111� T III Tue�cal IU1 a a � as L V F- a � 2000 N ISE N V 04 L Brace Gable and with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOi nails at each truss IRE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings by manufacturer > R-30 blown fiberglass in bottom chord or trusses •1/2' drymall with smooth finish N Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (l) #5 or cant. for bottom row over openings W 1/2" drygwall over I" x Purringg strips at IL" o.c. with R4.1 frfoil insulation on tgpical 8" Block walls All drywall to be installed per FBC R1O2.3.1 i and shall meet all pertaining ASTM codes. a Mortar to be Type "M" onl proportioned er FBC II and Mortar joints shall comply with FBC RLOi.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ll) #5 bar vert. (typical). ax- spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fwbermesh OR OW #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill IIIII IIIIII I ! �I�III e FI Section at Front Fort Scale : 1/2" = 1'-0" Simpson HETA 20 Strad, truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 ilia. into beam threaded rod with min 12" embedment either wet set or in epoxg with 2�4" O.C.) supporting 1810 lbs. uplift Max. HETA 2 (22) IOd truss leg nails into per detail truss. Add blocking to on this sheet 'PAM I NJ iiW,A EA 0 VIA FArl VAA I I IVA �v VIA WO rAd ANA APA i! MAN MWEr"All it 24 11110AIAI�I NO Nrams �FIETA 2 Provide dawn t Simpson HETA 20 Provide for gutter 'pO11 hurricane anchor at each truss t 24" o.c.) supporting Max. 1810 lbs. uplift HETA 20 Itu m � X L O LLI R c a u , :e C u 10 00 E_ C OD NUN E L N W O I r Provide downspout BOCC Opt. PATIO/SLAB - PANEL "A" Pal" an Load lure Description orcX -'s Daavotan ON Load BR Pdn 1 20 1.2 ke $12 Rerngerator I R011110086 MO ks 60 2 1 20 1.2 Its 812 Clothes washer 3 1 20 1.6 ks 912 Kitchen S.A.C. i i D sr NO SO ka SO 2 1 20 1.5 ka $12 Kitchen S.A.C. I s. 1 20 812 Sathrooa Recepts Al 10 ARC 00 6.0 ks 30 2 - 1 20. 1.2 ke 812 Didog her 11 12 1 20 1.2 Its $12 Microwave 13 14 AR H #10 a.0 ks So 2 1 15 #14 General Lighting is -- It. 1 15 - 014 Ge sial Lighting n Is WH #10 5.0 km 26 2 1 16 - 414 General Lighting 19 20 1 16 - $14 General Lighting 21 22 GDo #12 o.m Kill 20 1 1 15 #14 General Lighting 23 24 Spare spare 25 26 Spare Spare 21 28 Spin Span 24 SO spare _ PANEL "A" LOAD CALCULATION SHEET Load Description atm. Watts Total(Watts) .tie...... Lightmp l3. watts sq.,ft_)... _..... ,Small, Appliance, Cgeult(d,...... Rangq......................................................... Refrigerator ...........:..................:.................. Microwave........:....:....................................... Dish Washer ........................ l4tbve..W.44h�f............................................... Clothes. Dryer ................................................ Water Heater, ..........• en Garage,Door.Oper„„........................ I13S 3 6.205 2 1,500 3,000 1 12,000 12,000 1 1200 1.200 1 1600 I 00 1 J 00 100 1 1200 1 00 1 5 000 5 000 1 4,500 4.500 I 810 810 Total Watts 35AS First 10000 Watts 0100% 1 10.000 10,000 Remainder 25AI5 940% 1 O 10,246 Electric Heat or A/C 10.000 065% 1 10.000 10.000 Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided bg Voltage - Total Amps 121LO2 Panel Size Required = 150 Amps l lectrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Palo Switch ® Eyeball Recessed e Push Button Switch Sr Exhaust Fen Dublox outlet ¢ Calling Mounted Light -0 Special Receptacle ♦ Wall Mounted Lm-a aterpr Or fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet Cowputer Connection Jack ® Carbon Monmade Detector 4& Flood Light Y Thermostat m Electrical Panel Q Central Vac 8 Electrical Meter ® Smoke Detector Coiling fan ® Televrwon Jack Telephone Jack a DI C A/C Disconnect ® I x 4 Florescent L!gLt 2 x 4 Florescent Light ® Speaker Hook-up 8' = JUNCTION BOX TO SUPPORT A FAN ®= THERMOSTAT LOCATION B/A = BALANCED AIR 124 CFM IOx1oxL MASTER' BEDROOM 11 124 CFM I� - IOxlOxi R�1 A240d B/A 93X4FM Vent thru _ 8 7LAUNDRY - Soffiti50ASHER MECHANiCAL LAYOUT SCALE: 1/4" = I'-C" 7-2-19 FiELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C due. I A/C disc. (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 1 OOa rated meter can 28PVG(FP schedule 80 2' rigid servo ELECTRICAL RISER #2/0 AL SER Cable With #1 Grnd 2' PVC Schedule AMP 40 conduit sleeve Is MCB into attic MCB PANEL AHU PANEL 200a rated meter can teragatem bonding ME ER Intersystem bonding armnation pant 2. PVC ( FPL Termination pant schedule 80 2" rigid service PPL rods - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES: 1 1 °found rods _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque hugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verify AIC/KIC Rating error to ordering eaurnment I. Use copper wire only from panel to devices 2. Provide and wire all required smoke it Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected L. Recessed cans to be Installed per NFPA requirements. L Tamper reactant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must complu w/ FBC RMI402 9. s(C Refrrg�[arV�t Imes that are run thru slabs must be a save in 10. ALL A/C Equipment shall comply with energy calculation II. All work shall be performed bg a licensed electrical contractor, the completed stem shall be fully operative. 12. Contractor shall pay for all goes. permits, testing, and inspections including blower testing where required. 13, All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection aaamat the Cubhc habrhtu and erooertu damage for the A /C K Sx4x4 CFM _ R 9 I ��I II12xCFn xl SECOND BEDROOM 12id2x8 THIRD BEDROOM 100 CFM IOX6X6 150 Amp Panel GOLF CAR - GARAGE I I I I I I I BWA O �y� I 141 CFM r IO)dox1 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shell provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected bg others. other phase of Installation that may have been damaged. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical ayatem and provide ell largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in proper working order. 23. All a Deed wire below 9'-I' shall be Installed in metal EMT xp 11. All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per meet all standard requirements of the local electric utility FSC RMI502 and telephone comipang.3 18. The electrical system shall be completely and effectively If grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters'" 0" labels where anhhcable_ 1.2" PORCH 141 CFM 101dOx1 9 P-0- I REATI ROOM I I I I 14-1 CFM IOxlOx1 IIVI DINING ROOM I - I I DW I �1 I iota®aM 1 KITCHEN MICROWAVE I 3 TON rl NOO-VENT 1 SIE Ord MANUAL L - - - - J Calculation for Unit info MASTER BEDROOM %i E s � PORCH WP GrCI -- I ILL] I � I I I I I I I GREAT ROOM �I /I / I 1 DINING ROOM I \\ Fcl � I I ice,• 0 1 � '► C.M. Detector onusg per FBC R314.3 tTI�HEI I 1FC i ® aleippg-V!'RTXI! Arcl =FEW$8^ REf. NON� / e7- 1 ENINGR Q W_H. TM / G=CI GFCI 4"4' Steel Bayard - 4-- See detail on this sheet FCI s w.H. Install oulet T H I R ID 4"* Steel Ballard under disc. \\\ 22' x 54" Sae detail on this sheet I At Mgit I not shown for B E D R O O F � - i � _ wth J y W %Wf. 1 i O -A ft xAxns I `7 \ GARAGE OPTIONAL PANEL LOCATION FCI / �, GARAGE 110 GFCI r2&ner ` I I 150 Amp \ Panel I I GFCI \ � \ \GFCI r--------®- r-� / r------ is--------i I I Garage `` / Garage I Door Door I I I I Opener I / I Opener I I 1 GOLF CART, v GARAGE GFQ I I GFCI to galrago lights I I i ELECTRICAL FLAN Post Light with O SCALE: 1/4" = I'-O" Photo cell Center Post Light sT SECOND / BEDROOM,/ 1 1 / 9 Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 2309.1 Venting Ratio I/150 = 18.00 sq. ft. required Provide A Continuous Vented Sofflt Archit ats - Plan r UJynne Building Corp. 411 S.S. Coconut Avenue C � J� III * I c Tel : (112) 281-8258 I I H W i I �1 D J O R Fax : (112) 281-8283 E-marl: bradenaia®comcast.net S anish Lakes S . Lucie County Florida between dwomays Wire For Front Post Light Date Drawn Revisions REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH RIGHTC.C.u. REVIEWED^ Checked by: CODE CCIVIF'' D.R.B. r _ - 5 ,haM-t Comm � 1�5-15�B impact '�F 5 x' a A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. The Architect's or Architect's representative's. shop drawing approval is NOT a "double check" of the contractor. r TRUSSES' FOR T'dE IRST MODEL S OULD BE SF —ZIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR TdAT MODEL. The checkntg field shall remain ARRANJE WITH CRAN OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18 — 24 IN LENGTH — A_— other of strappon ng,criteria. ioaIdiPct's 1 I review of truss strapping, and loading on structure from gravity and uplift loads and their respective locations. Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers v ApPowed Y -- . h — _ 15'-3" -- 191-9" --- - �I - 19'-9. �.. -- —_ 15-3 I C L FABRICATION AGREEMENT J1 J1 MULTIPLE PLY TRUSSES MUST BE ,i J3 ASTENED TOGETHER PER ENGINEERINGJ3 n BEFORE SETTING. REFER TO J5 0 J5 X r •-.. ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. ® GRAVA II DON'T LIFT TRUSSES WITH SPANS LONGER THAN 1 30' BY THE PEAK.421 CONSULT BCSI I1 �I 30' Span or less Ai30' to 60' Span A3 ` . _ S rea er Bar cC degrees p \\or less A4. - II 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2' 0: ON CENTER EXCEPT AS NOTED I L Is T g une -spc- cap REFER TOBCSI Truss must be set this way .r crane used. "russ is an example your cuss may at match: i Insist crone operator sets truss tits way... keg ,_ Approx 2/3 to _-i Line 1/2 of Span. REFER TO BCSI ussmust be set this way if crone used. This is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A A1FR HANF::DPLIF=F2 IVill TE:—= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS "IGCAHRIERLOCATEDASDIWNSIONEr)ONUYWT p� o i.I _ao� 70 r , = e4 OC nre, i, 12 i coa"eH'A. 21. )1' 1� ONLY IY 4.00 r— CORNER DETAIL OVERHANGS NOT SHOWN FORC(Afkl Y - ifl 8' Chi upset=l/4" heil15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL ' I i 4.00 _ 12 81 -- 2.00 — 12 upset=1/4" heel=3 15/16" INDICATES LOAD BEARING or PLUMB CUT END REQUIRED BY TRUSSES 2 z 4 To Chord SUPPLIED BY BUILDER p AT A HEIGHT OF W-W WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT Mimi ►�i®i�`i���\ r 1. II II — I,\� : 61, I, ��a\e\e\e\see\ee\e\e\°eel\ee\e\e\\e�e\e�e\\eeeee\e\\\�eeeee� _\ ash...�.�..i...�...ri...��..aas�.....�..1►ra.�.l..` �— �_ IN W �_ N IN _�.. 110® ►��®_ INS al SAMPEN� 01m INVERTED OV" WEBS AT CENTER • . 50# POINT LOADS PER TRUSS FOR A1H/U 14 SETBACK BOSTON HIPc liz MIMI I IIIIIIIIIII®I I=IeIMNI I®ICI®ICI I®I .,' CLOUZ ED AREAS ARE OF SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY INDICATE DEVIATION FROM e-J# %%—^ LAMS.^ e�„__� : . TRU95E9 CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 8 RETURNED _ The legal description of the property where the trusses will be Installed Is: The undersigned acknowledges and agrees: de Is truss - 1: Trusses will be made In strict accordance with this W placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3. Unless written notice Is provJded by corned mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event -' such written notice Is furnished Chambers Trues shall have three (3) busjness days in which to begin pal lrs required, or to subatiMe othat trusses, at Chambers opsn - 4. The undersigned acknowledges recelpt of 'SCSI 1-03" summary sheet by TPI & WTCA. 9. Delivery is to job site, It Is the buyersresponsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job she for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional dellvan expenses H Chambers Truss has to redeliver because job she Is riot prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Trues for towing wets due to site condltions: 6, Price as shown In paragraph 7 below Is subject to change If 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 agreed to or If ne; agreement a reasonable price. Invoice will be made on delivery and paid within terms of I on delivery. Invoice may. be made at scheduled date of delivery If buyer cannot accept dalNery of fabricated Wsses. The undersigned agrees to pay Chambers.Truss reasonable attil a fee for coIle dlone, In event of payment not timely made. IA12 %. per month servlca charya will be added for ell sums not pald'wllhin terms. a. signature or Initials anywhere on this sheet constitutes agreement to all terms herein. B, in cepall tion of Chambers Truss extending credit for this material the undersigned uncondillonally guem ace payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving matedal and the undersigned agrees to pay such Indebtedness Indudfng attorneys tees, H default In payment for material be made by the .redolent- 10. In the event of any IriIllation concerning this agreement, the items furnished hereunder or payments rate rted to herein, the, parties agree that the sole venue for any such attain will be Saint 60ola County, Florida. 11. Deslgn responslbllRles are per "National Standard And Rabbmmenda Guidelines On Rasponslbilltles For ConsWcdon Using Metal Plate Connectsd Wood Trusses ANSI/iPIMrTCA 4.2002 DATED "-•�. =oR TITLE spreaderbarmaybomgtt#lredper'B_CSI14)Y tDpruyardlry'lay&damage Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. 7riaaesmust besetand braced partial III prevent lniury&damage. Trusses must be sat plumb and square Do not set bunks or stack of plywood, roofing material or any _other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT I lSF I nvoUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plerce, Florida 34982-6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772466-8711 Vero Beach 772-569-2012 Stuart 772-286.3302 ,el era— ruasmeoarollSSCAM 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind (Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. c Top Chord Live 20 Top Chord Dead 7 4.2 LA Q O Bottom Chord Live 10 Non -Concurrent c Bottom Chord Dead 10 3 o TOTAL Load 37 7.2 It: Duration Factor 1.25 rl� I y Wind Speed 165mph m 0 Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. y 21:411 Highest Mean Height 15'-0" !— Building Type ENCLOSED v Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the W r� v PORCH LEFT CODE ST. L-1 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11392 Scalle: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: IRLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 FOR WYNNE BUILDING CORP. :D IPTION: API' RLTON 3BED REAR PORCH Ct E 1 of 1 CUSTOMER INITIALS EACH PAGE M111392 -71 � 37`) t0/a�O� C Gt/Y!lAl� mil/