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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x L5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detal-on this sheet lc 12 stucco ontypc al concrete 4 SLOPE block construction ).H C COVERED PORCH O O .�. -°`a„,,N,�'K ,�,. rXs. 1..':-e..:..=>a- 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with sell sealing washer at 12" o.e. max spacing over A5TM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment staggered on this sheet 12 SLOPE 14 EGRES PER D O r d ; j A,A7 —------------ ®--®0'-0" ®Finished Floor 5/8" thick light textured stucco on typical concrete block construction RIGHT s — A,... ION Product Approval Submittal Affidavit Opani.' g Schedule Owing Doane, Overboad Doors, MftM Doors, Sk�llghb wladows &Opening NOA/rL Product Modell / Manufacturer Glass Attachment method TEST � Deall Pressure Type NUMBER Data of Approved Testa 12.3 FL# 239.3 Single Hung SH-100 PGT 5/I6 re to + 80.0 144 Impact an. edged4tancees specified in Productapproval A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width DAB ",..r<.ms s . c,Nm c s a ... LI "ffle4 ems rwa'i�' � 10-9-21 + 50.0/-60.0 oaf IL'-O' max height sae,, _ oc „ w,,, t, e B FL# IL614.1 Fiberglass Design Pro/ Jeld-Wen Ell 1/4' dia. to con with en 1.25" embedment at 3' max from corners and plll.s, ox. max. thereafter in head and J" + 50.0 PSF - (` FL# 251.5 Sliding Glass Series 110 PGT 1" nom 1/4' $a tapco�rs a/ inn. I (3/4' netratio�i o dM s, ect�r�acl�a�pre�e� I, D SGD Type "GSA" nmincs21/2 edge distances speca�rin + 60.0 PSF Product NOAlft Model If Manufacturer Attachment Method NUMM Daly of Approved Toots Mullione FL# 261.1 1" x 2 3/4" x .315" PGT Install per fastener type and spacings shown in Table IA and IB in product approval on sheet S or 72. - + 58.0 Par FLU 11651.12 5Y Crimp Gulf Coast Supply Sy 26 pa. 6v crimp metal roofing attached to plywood deck using s9 x I.6' with Metal Roofing and manufacturing �00Q Z� 3o r:if a dsrlgnmanhernastnli d weld. n„x 4�acids le i anES�Me D till ail P laps fastened with corrosion resistant tin caps and with 1.26' rin shank ne4 - 108.5 PSF �aced 6 oc. at all lops and two ata��erod rose 12 ox, in II Attach eck to trusses using attachment dotal on roof plan Siding Stucco an Block soffit FL# 121418.3 Modal T4 12" vented Vinyl T4 1 Kagcan Install using 2' x 2' battens at 6" o.c. screwed to soffit framing using+55.0/-35.0 #8 x 3' wood screws at each truss. Install aoffit to battens using PSF Ruffle Panels s I have revie the above and approved it by my seal below. ( Architect or Engineer of Record 2" x 4" top baw—board Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails paced L� o_ca et_ell laps.and twoastaggered�rowL 12' o.c. In field. Attach 5/8" thick x 19% cut stucco on typical concrete coral finished stucco bands block construction REAR E1 E- v( TION SCALE: 1/4' is I'-O' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 8II1.51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #4 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. II BEARIN i Wimmi 12.� KIM Ili ICO71 �I ill 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" O.C. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR L"xL' #10/10 WWM on L mil Visqueen over clean compacted termite treated All Interior Non—Bearina '-"artltlon radon t v, Architects — Planners 411 S.E. Coconut Aver Tel (112) 281-8258 gql�.�' Fax : (712) 287-8283 E-marl: bradenaia®comcast.net FT ral w 2 lE D FOR 1 C C MPLIANCE rT"'40L.UCI COU TY Cc37( nts gnne Building Corp. THE WINDSOR S anish Lakes S . Lucie County Florida SCALE: 1/4' is 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 Bwlding Code Residential. 6th Edition and ASCE 1-10 for Wind Loading Buildinil Design is: Enclosed Risk Category. II Wind Velocity: I65 mph ultimate€` Mean Roof Height: '- . Roof Pitch: I 4.12 Internal PressureCoefficient: I *0_Ie Subjectabildy to damage from. Weathering: Negligible Termites: Vera Heavu I Width of Rod End Zone:-3'-4* Wind Speed: IL5 mph ultimate k WindC 1.21 x 0.6 = 0.126 d ustmennt factory For J Exposure Height: A8D demon Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.6DL+OAWL Components t Cladding Wind Pressure (NET) Rod Zone. I. +20.6/-32.6 paf Rod Zone: 2. +20.4/-51.0 par Rod Zone: 3. +20.6/-84.0 psi Components t Cladding Wall End Zone Width: 3'-4' Components t Cladding Wind Pressure (NET) wall Zone. 5.+35.8%-41.8 ZoneI pal WnR' , Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?ye ttt[t • Rod Zone 2 Wall& Zone 5 Are Components an Cladding Dotal— Provided? Yes END ZONE Minimum Sal Bearing Pressure: ml Presumptive: X Bu Test: psi S E RODUC AP R VAL F RIM A T P O E TION F R O E IN Cor of mwp " Roof ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf FLOOR LIME LOAD: —All— bar FLOOR DEAD LOAD: IO eP JOB ADDRESSm Model: ate^ Drawn Pevisions Sheet Comm it REAR Drawn 5-23-18 Garage floor slope and Drawn ll smoke detector revision PORCH c.,l 1 _ 1�-1588 LEFT Checked by: Impact D.R.B. 0F 5 L O O P P l- A* I Recess top plate L"w x 3/8"d for 4^ � CRASH POST DETAIL steel support ang\ �= dotal on tMs shoatle TYPICAL NOTES: SCALE I/�{" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high by 4" diameter C proceeding with Work. p g steel crash post. Floor Flange steel countertop support angle Install V from 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with 4 - 3/8" ex ansron bolts Into each and and _ one in center at counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8"t 50 ksi steel plate) we angle detail 4. a minimum 1,400 P.S.I. fiber stress. No dissimilar metals to touch. L I/2' drywall - 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2h" 2%' ALL Concrete used for vertical filled cells. Cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or -4,000 P.S.I. grout mix ° L. Drywall at ceilings shall be leveled and attached to bottom chord " "3/8" 0 2/ Counter top - verify type with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Base cabinet N 2' x 8' wood studs at lL" o.c. 2" x 8' PT wood plate of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL 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 by Governing Building Department 2ih" 2h" surveyor to set in field. ;2„ 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 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CgfO, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max spacing of fasteners Neil wivn bona for g inof drywall into Spacing Mawmum wood tram mg members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1' 12' 13ga 1 3/8' long with 19/44' heed 0.098' diameter x 1 1/4' long /2 annular -ringed or 5d coder pal 0.080' dia. xx 1 5/8' long with WallsOR Direction 1L 8• IL' 15/64' head R Ggpsum board nail 0.086' dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" 1' 12" 13ga 1 5/8' long with 19/64" head 0.098' diameter x 1 3/8' long annular -ringed or 6d coder nail s 0.092" dia. 1 1/8' long with Wells Direction 16 " 8• IL' 1/4' head OR Gypsum board nail 0.09158 dia. x 1 1/e' with 19/44' head. 9. 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 ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor- ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 26 a. 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 (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and 6' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpso��neeH4ETA 2t0 or equal with (121 Tod ox la l/2$cnailaww ( 24' o.c.) supporting Max 18101ba. uplift Aluminum Drip Edge t Pascra 2" x V Sub-Pascia Kaycan full o vent vinyl soffit i uwnngp 1/8' dia shank x 1.5' long rodng nails with 3/8' dia Mad product approval - we chart sF 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell~-~ Grade *1 12 4I-- '� ��„ IIIiiI!IIII-i I �iii IIII TYPICAL SE .01 �r I r MASTER ��"'� 2.1 BATH 2"1 1 KITCHEN `` I � j I LAW 1 r AAv wnH i `��� fig 1 t�v I 2A LAUNDRY 2. 1 3' I I 1 I twvi 2• y uv 2" 2. J acme -I 3" 2" uo-i I `L� 2' " BATH u2 3' C.C. 3 SANITARY RISER rite Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-5ia"x 4'-L %" 54%"x 54Ya" Single Hung ZONE 4 2" V-Za'x 6'-3 %" 1s' x 63 i;' Sipple Hung ZONE 4 3. 2'-2' X 3'-2'h" 21%2"x 385s" 81np1e Hung ZONE 4 4. 3'-I' x 5'-3ia' 38' x 63'/4" Single Hang ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL Windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction on sheet 1 Door Schedule Mark Size Rough Openincl Door Description PRESSURE ZONE A 9'-0' X 't 108' x 84" Overhead Garage Door ZONE 4 D 31-0' X 61-8" 4ri4" x esN' leibor4oss Panel - Insommil ZONE 4 C L'-0" X 6'-8' 14' x 81 %" F° 6sLeai Sbdeg Gloss Door ZONE 4 D 2'-0" X 6'-8' Solid Core - Wood - L-Penal-Sr-Fold Finished 24' x 81 h" is X-V X V-8" Solid Core - Wood - L-Penal F 5'-O' X V-So Solid Core - Wood - L-Panel - Or-Fokd G '-8' x V-8' x I Solid Care Wood, Steel, or Masorete Omer H 2'-8' X L'-8' Solid Core -Wood - L-Panel J 2'-L" X 6'-8" SoYd Core - Wood - L-Panel - 9i-Fold ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED iN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturer -a specs prior to construction in permit info AND SHALL ON SHEET #1 �' Masonry Beam PRE-ENGINEERED TRUSSES I' x 6' P.T. Buck Waded to / at 24"o.c. TYPICAL block with case hardened nails (afiop drawings by manufacturer) prior to door attachment \R-30 blown fiberglass in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete -and (l) #5 bar cont. in each row. Substitute grecast lintel filled with concrete and (l) #5 ar cant. for bottom row over openings 1/2" dryywall over I" x furringg strips at 14" o.c. with R4.1 furring _ insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 - and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at ill wet areas (ex showers, tubs etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see Foundation plan notes for spacing at openings 4" concrete slab with fibermash OR VxV #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill =1 II litii l IIII-WI- I_ 14" x 14" Concrete footing with (2) #5 bars Cont. and #5 transverse bars at 48" o.c. T I O Scale : 1/2" = 1'-0" Attach buck to block wall with 1/4' die Elco cone screws with min. 11/4' penetration at 12' o.c. max and 4' max from each corner thru E face 2' x V PT Buck or eoe�or anss aPd cross thru jamb into back Detail at Door p each to hmpe wild ls' "...` and nor to door ettaehmem. NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK O INSTALLATION r Install windows thru buck into block with 3/I0 tap -can with 11/2' penetration ate sic. sax hoe agyeh canner and 20, q a. max tharea7.or at end $0 as mix. Exterior face ,iambs at line and will par product approval of wall Beak to ho 1" x 4' PT O I I"x4' P.T. Buck nailed to Detail a t Windows prior with ease hardened nails for to window attachment NT5 12" ��> �", Verify attachment hole location with GC prior to fabrication 3/e" thick steel bracket Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at V o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3AV tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1' x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door •,r COUNTER TOP BRACKET DETAIL I in 8'-10%2" U A n H �1 >� o counter overhang PL. t-A I iv/ bL A 35'-O" 8'-IOY2" Filled cell under girder above 0 0 PORCH - WIRE LATH E STUCCO CEILING 19'-9" I I I 8'-0" to 9'-V" A.F.F. Vaulte Ceding GRE,A? ROOM I I I I -o n.r.r. ed Ceiling DINING ROOM counter I I/8" thick steel I overhang i :er top supports 190„ to eq. eq 15" L" I " in 1 15'-3" T-1 kZ T_7 Y2„ EGRESS 13'-II" MASTER N BEDROOM 8'-O" A.F.F. Flat Ceding Rod t Shelf s w1 V OSE- r-I" L - - - - - if Rod k Shelf 0 31" WASHER DRYER 2" LAUNDRY Vanity to b 34 Y,"high T I_ 5' -3" 4;' O _ ■ , ■ IW�J II ��m� Vanity to be 34 Y2"high T O (39 ' r-t SECOND BEDROOMo 8'-0" A.F.F. - Flat Ceiling W.H. -' A/C Provide auto O Steel Beilard l coser THIRD See detail on this sheet ® in i Zj BEDROOM r----- >� Attic AssessAL O 3 I al I I " 8'-0" A.F.F. - - - - J - - O I en Flat Ceding Flat Ceding # ,4RAGE " O lock wall in Jr... be MT " to r+ struck block " 2'-8" EMERGENCY 3. " r ----------------- I I 1 1 i EGRESS I i � I I i 1 � I I 1 1 0 T-8" 9'-O" T-a" 6'-4" ry Masonry Wall 77 --- ry 5F Bottom' TrackTypical Flooring CJ II I Inatall SGD thru buck into 311 d i n g D o o r Detail block with 3/16' tap -con with 1 1/2" penetration at 6' o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden ! Braden AIA, PA LUynne Building Corp. Architects - Planners I 41 S.E. Coconut Avenue THE III' WINDS( D S B Tell (112) 281-8258 w `► - Fax : (112) 28s1-8283 S anish Lakes E-mail: bradenaia comcast. net $�. Lucie Courlt Florida FL %4ggL SOOr_e3ne3 %12 s R-11 Betts Inm"twn - Provide auto 150 Amp closer Panel �-----------------1 I I I Il I 'GOLF CART GARAGE Q U1 W W IL r- W Square Footage Breakdown Total A/C Space = 1.153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 eq. ft. Total Cubic Ft = 14,424 Under Roof Total = 2,484 eq. ft. Date Drawn Revisions : Sheet REAR 3-28-I8 5-23-I8 Garage floor slope and smoke detector revision PORCH Drawn by: 2. LEFT �.C.u. Checked by: D.R.B. e3F 5 s Comm # 15-168B impact i----- �1-1 C I l"K,UL. I Url;�,t'tL- IN I >=C I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL 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/ L 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 L 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. L• 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 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 (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C° 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 116. 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 SCALE: 1/4" = 1'-0" for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at Showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c, max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells On each side of openings from 6'-0" to T-I1" and Provide (3) filled cells on each side of openings from 10'-0' and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 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"4" 30" overlap ECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each Pilled cell one #5 bar continuous VxC' #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated Pill FOOTING SCHEDULE Mark sacs Descriptm I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 124W X 14'D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x 16"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 CONTINUOUS - CURB a 0'-0' 120W X 184D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill Grade 14'w x 14"d concrete monolithic tooting with (2) #5 bars cont. 14" I TYPICAL FOOTING DETAIL SCALP 1/2" = 1'-e)" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cont. 41 101, (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN Ar ALP 1/2" = 1'-e)" 12' x 12" concrete column Slack filled with concrete ' and (2) 81 bars vert. tied into lintels above Top of Tooter 16" below finished floor_ MOMPIWE9 Verify house slab height in field ff PORCH SLAB EDGE DETAIL SCALE 1/2' #5 bar vert. w/ 30" overlap at each filled cell Ad juat curb height based on gar. floor slope. #5 bar in curb \ (III_ Illli I = 3011x3O"xl6" concrete column footing with (4) #5 bars each way DETAIL mob E = 1'-O" 4' concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Pill O'-O" a F.F. II 14"w x 14"d concrete monolithic tooting with (2) #5 bars cont. 14" ARAGE CURB DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xd" #10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar cont. 10" (2) #5 bars cont. bottom steel // DETAIL AT 19" GARAGE STEPDOWN (o — 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 piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location rT Ida Double Filled Cell Column Single Filled Cell Column NTS NTS 0 I r n 12' x 12" concrete column block filled IL/PT.. r-M I Iv/ 0 with concrete and (2) #'I bars vert. tied I Into lintels above i I 8'-10Y2" 1 10'-0" Ll —i T' ® ®� _ 4 J ® � Filled cell under girder above O I o r I = p Rear Porch Slab to I 4 1U - be poured separately I O from House Slab. I two R I a \ I FI Rear IPetio/Slab to I be fluall with bottom of sliding door recess. I I Slope I" II I —i I —i FI i I �I I °I I I I I I I 4" ¢oncrete slab with fiber m� I 6"x0 #,10/10 WWM on 6 mil 1 Uvq I cleah compacted termite tr F to inI I ,L ° I I I I I a I I I I M. . hn Dw1 0 °I I 0XV I clef I NICROWAVE NON -VENT REi•. H.B. ° I QC5 3M CLEAR 2 of"ENixc H. — I 4"Steel Ballard 4 as detail on this sheet >� I I Atto A«... 1 1 1 1°= 1 �•ih raft Q, I uJ I I I w I I° ° I I - °I I I I —i I -411 O 11.50 Recess for iCiarage oor ;o 2'-8" 1 9'-0" I _2'-8" I 6'-41, r - -- — —— FI ---� I I I FI I roV L. FI I I� I Thicken footing to I 24"w x 14"d x 24"L under Pilled cell under girder bearing. J I I I I I OR / an over fill 7OMYERX �I FI I II I I I I I I icrete slab with fibermesh OR FI I 1/10 WWM on L and Visqueen over compacted termite treated fill I ° r I I r- I F- I° I I 5-43-18 I MOL°otherand iidpoliell e d a — — , — J ne new vents service Iocmtian I " 5 150 Amp : Panel 4" s p l ul I ° (L I J �II 13'-0. I 5-23-Ie I °L-------- - - -J° iru fl_____ c__ 7- 9'-O" 12'-8" Braden 4 Braden AIA, PA w rune Buildin Corp. Date Drawn Revisions : Sheet Architects - Planners � 9 p REAR 3-28-18 5-23-18 Garage floor slope and 411 S.E. Coconut Avenue I I I j �I p Drawn bg: smoke detector revision T Tel : (112) 281-8258 THE E W I I �l D S O I\ PORCH C C u �- Fax : (112) 281-8283 LEFT E-mail: bradenaiascomcast.net S anish Lakes Checked bg: Stuart- FL S499L #AACO00032 S • Lucie County Florida D.R_8. OF 5 Comm # 15-158B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = ed ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws bas d on press re for roof stated in permit info box on these plans Tor zone 3 Keu Area Ed a Field Fastener Max Zone 1 4 6" ad ring shank 45 paf Zone 2 4 4 8d ring shank -i pef Zone 3 8d ring shank 84 psf ** Zone 3a 4" 1#8 wood screw ,112.5 psf ** Use nails or sqrewe based on res ure for r of stated in permit info box on these plans or zone Concrete / Lintel Column Verify with Plan Rebar 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. C-, Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing 12"x 12" lumn Block J#i Rebar to Lintel Attachment sFB-OB/IT BF8-IMAT 8F8-III/1T I Above sFli-lam 8r16-181 NOTES: I. min, coverage of steel=1.5" 2. min. bearing required a as. end=8" 3, atandard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Length Bar Length Clear Span "A" Bars T-10" 2'-8" 1'-6" 2,#3 3'-C 3'-4" 2'-2" 2,93 4'-O" 3'-10" 2'-8" 2 #3 3'-2" 2.#3 5'-2" 4'-O" 2,43 5'-10" 5'-8" 4'-6" 2,u4 6'-6" 6'-4" 5'-4" 2,44 6'-2" 2#5 ALL reinforcing steel is grade 60 Provide #5 bar set in pre -cast R O O F F ^ A N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. — Overhan at I'—O" unless Otherwise noted On this sheet e PT Buck ed per jamb into filled c 4' Pre -cast Sill 1 S — Roof pitch at +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. o - ALL TRUSS TO TRUSS CONNECTIONS BY i TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured ladled cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction n H Provide #5 bars with min. 48 bar LU L inmeters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. ��i:..J..:•,' ., Concrete Footing r;%..:,,,. .. ... : :. ...... L,,.:.:_ (see rooter schedule10 3 R- X for exact sizes) DETAIL AT WINDOW OPENING IN C4 CBS WALL Scale: 1/2" = 1'-0n O Q d n n. 20 ami SINGLE PLY REAR GIRDER TRU" v ., in q ti O� Nall 2' x 4' blocking to vi le8 of E tre with IOd x L5 nails at 4' o c.— in (Y r inst� siapslor�i MdaGdTramdto"ad wong --m a sic bassi acid (SM IOd mad into truss n H W TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS i 1/8" thick ligght textured stucco installed par ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using Bid nails. Substrate to be 19/32" COX Plgwood nailed at L" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #IIL51.12 21 ge. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.o. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced L o.c. at all laps and two atnggered rows 12" o.c. in field. Attach deck to trusses using attachment detain on this sheet "Bit Bars none none none none none none none none none LINTEL SCHEDULE Mark pad W D Lintel Sass Cast -Crete S eineaeion 'H* Hkxk Above Bottem aeeel 8me Top Si � Mter�aveg Land flai Up�Hs Land (Imi Laws! Lead (PLF) L22 X-2' 3'-L' BPB-OB/IT — 1 #5 3069 asal 1024 L31 : P, 4'-0' 8P8-OBAT — 1 86 25i1 I"s its L45 4'-5' $'-10' 8P8-OBAT 1 06 1105 9011 339 L50 5'-0' i'-V 8P8-OBAT 1 85 1238 05 121 LLO 4'-84 11-C BPB-OB/IT 1 86 Ion 121 534 LBO Viiii T-4' BF8-1e/1 1 #6 2 06 162 591 512 L90 T-O' 10'-i' BPO-I5/27 1 95 2 a6 "S 930 401 L906 T-O" 10'-L' BPIi-n5/2T ONE 1 85 2 #5 1533 us 401 LIOO 10'-O' II'-4' sP9-IB/2T 1 #5 2 #6 582 444 452 LkOOB 10'-O" II'-4' sPli-n3/2T ONE 1 85 2 85 13" K= 452 L120 14'-0' IV-4" BFB-16/1T 1 #5 2 06 4T 429 324 LCIOB 11'-O' IV-4' sPIL-rib/2T ONE 1 85 2 a6 1015 110 324 L140 14'-O' 15'-4' sPK-ft/2T ONE 1 95 2 85 1260 G09 259 LILO IL'-O' Il'-4' BPB-I5/2T 1 #6 2 06 300 M2 M4 LILOB IL'-0- 11'-4' sFli-8!/2T ONE 1 85 2 86 950 500 M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 2}0, or equal lath (10) 10d z lI I/29cnmu — ( 24" o.c.) suppporting Max. 181011 upttft Aluminum Drip Edge E Fascia 12" 2' x V Kawcan full o vent vanid soffit installed using1/8 dia shank x 1.5' long gale. roofing pads with 3/8' dta. head per product approval - we chart sheet 91 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tted-- into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuo" BEYOND Top of tooter IV below finished floor 12 4 on horizontal wood into vertical a Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end trues with (2) IOd " ds at each web \ 3/4' penetration members 5/8' thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom a sliding door recess. Step per foundation plan— s Slope per foundation plan Brace Gable and with 2' x 4" SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truce PRE-ENGINEERED WOvu i Kusseitu) a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses 1/2' drgwall with smooth finish Ni Two rows of beam block filled with concrete and (U #5 bar cons. in each raze. Substitute precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings 1/2' drywall over I" x furrin strips a1L IL" o.c. with R4.1 Ili -Pod Insulation on typical Sit Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. bo Mortar to be Type "M" only proportioned per FBC RLOI.I and Mortar joints shall complg with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (tgpical). Max. spacing shall not exceed ood 48' unless otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermesh OR VxL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill 3 Tgplcal Section at Front Porch Scale : 1/2" = 1'—O" Provide downspout Strap truss to wall uang Simpson MGT with Simpson HETA 20 5/8" dia, threaded rod with min 12" embedment hurricane anchor at each truss into (22) beam either wet set or in 10d nails into truss. Add truss leg per detail on spoxg with blocking to this sheet Max. 24„ O.C.) supporting uplift ETA 20! bs. 0 loll 1off FAA 11 P• I)AP 11 i ilia Attic Access e IliMIN a � at Paz da ZL Ul rb w Ogg u W EW �m N ` C4 -C CHETA 20,—�> QLETA 20 Provide for gutter Simpson HETA 2O Provide doe out hurricane anchor at each truss ( 24" o.c.) supporting Max. REVIEWED FOR t 1810 lbs. uplif CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1-2-19 PANEL " "A" Palms BR Lead Wre Desenptan was and Dsrenptian Wire Lod BR Palms 1 20 1.2 ka $12 Rerrgerstar I R N. 12.0 kr 60 2 1 20 1.2 its $12 Clothes Washer 3 1 20 1.5 km $12 Kitchen S.A.C. 6 4 Driter s10 6.0 km 30 2 1 20 1.6 km a12 Kitchen S.A.C. I 8 1 20 $12 Bathroa R"ts 9 10 Air Candassar 810 5.0 kr 30 2 - 1 20 1.2 kr $12 DisheaWw II 12 1 20 1.2 kr 812 Microwave 13 14 Am HarWkr s10 6.0 kr 30 2 1 16 - s14 Gsnsral Lighting 16 w I I6 a14 Gsrieral Lighting 11 ie WH a10 5.0 kr 26 2 I 16 $14 General Lighting 19 20 1 15 414 1 General Lighting 21 22 GDO a12 0.81 Kul 20 1 1 16 a14 General Lghtmg 23 24 Spare $Para 26 26 Spare Spare 21 28 Spare span 29 30 Spats PANEL 'A' LOAD CALCULATION SHEET Load Description at . I Watts Total(Watts) General Lighting l3, watts aq: Pt) , .Small. Appliance Circult(s) ........ ......... ......... . . . . Range .......................... Refrigerator ................................................. Microwave,11­ Dish Washer ................................................................. ,Clotb?!k t g4hsr,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, . Cta0#!1k Dryer................................................ ,Water, Heater .............. Garage. Door. .Opener ........................... . .......... I135 3 54105 2 1,500 3,000 1 12.000 12.000 1 1,200 1,200 1 1500 ISOO 1 100 1 1.200 1 1.200 1.200 I 5 000 5 000 1 4500 4.500 1 810 810 Total Watts 35AS First 10000 Watts e100% I 110,000 10,000 Remainder 25AI5 e40% 1 O 10.244 Electric Heat or A/C 10.000 865% 1 10.000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps1 126.02 Panel Size Required = 150 Amps Electrical S mbol Leend S Single Palo Switch ® Recessed Can Light Double Palo Switch Egeball Recessed P Push Button Switch -,Cr Eaxhasst Fan Duplex Outlet ¢ Calling Masted Li Special Receptacle ♦ 1 WWI Mounted Light aterpr ground7le t d rewt121Light nth Pull Chan (attic) ® Floor Duplex Outlet ©Cosputter Connection Jack ® Carbon Manaade Detector 4t? Plead Light ) Therm ostat ® Electrical Panel ® Central Vac iEa Electrical Meter ® Smoke Detester ceding ran ® Television Jack Telephoner Jack ACDISC A/C Disconnect ® I x 4 Florescent Light 2 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O as THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/1" = 1'-0" 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc- A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2' PVC Schedule AMP � 40 conduit sleeve AMP ANEL 1AF�U into attic PANEL 200a rated 200a rat meter can -i' %1 meter can Interagstea banding Interagatem bonding 2" PYC ( FPL Termination pain 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' n id service FPL 2" rigid service PPL GEC Bar )s�' c�perlaarva�a ad Gag tBoa )s� = °Cf aivenaad ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NT8 - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Vemfu AIC/KIC Ratina prior to ordering equipment ELECTRIC NOTES: 1. Use copper wire only from panel to devices 2. Provide and wire all required smoke t Carbon Monoxide detectors. 3. Contractor to verifg location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be Installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must complyy w/ FBC RMIL02 9. A(C Refri t lines that are run thru slabs must be sleeved in �V� 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 revs. permits, testin , 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 against the public liabilitg and propertg damage for the duration of the work - PORCH 141 CFM IOx1Oxl GREAT 141 CFM IOxloxl 141 CFM IOAOxl Z•• 12;dBx1OO r-w 12* 124 CFM IOWOxL /MASTER BEDROOM 8x4x4 9 CFM LOSE 4SHEIR DRYER LAUNDRY I I I 124 1o3ao� I e KITICHEN 14 I 3 TON I I aim am EMANUAL I MIi oN° it 3e• Rat-.C161111T III ' Calendataon L for unit into - I A/C W.H. i IL• - #I 404 Steel Bell rd I See detail on tMs sheet I I I i A ; 0 L _..th GARAGE r-----------------1 I 1 I I I 1 I I I I I I I I I I I I I I I I 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period or not less than two gears from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancg, or one suit the Job conditions, gear from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of ang or as selected bg others. other phase of Installation that mag have been damaged. IL. It is not the intent of these plans to show everg minor detail 22. All racewags and pipes placed in or through ang 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 sgstem and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in proper working order. 23. All exposed wire below 9'-I" shall be installed in metal EMT 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. Dr 1er Vents to be installed per meet all standard requirements of the local electric utilitg FSC RMI502 and telephone compang. IS. The electrical agetem shall be completelg and effective)g grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. r-s I� I DTI 124 CFM IOxIOxL rLs i Ih`Q dO B/A 5o CFM Ill CFM 12xLxl 1 SECOND BEDROOM 112B/A THIRD BEDROOM 100 CFM IO)d)d 150 Amp Panel GOLF CART GARAGE I I 1 I I I Install oulet under disc. not shown for clarity WP GFCI Q U Q AiC Wire For14 Front Post Light PORCH �`e ' I> WP GFCI 1 U QQ I % I I � � I I _ I GREA- � ROOM I I I LOSET I LL-- I ` o \ WAr,HER DRYER I \ \ LAUNDRY DINING I \\� � \1 ROOM I , 0- I his I \ GF - cP a rcl I I I C.M. I i I ITCIIHE�I R3& ® i ROWA A I q NON REF. 38' CL£AR O L �II�_ - - A_ / I old I I MASTER BEDROOM 4 Steel Ballard See detail on this ahesi 22' x 54e 1 1 Attic Aaeso. T .� L_a' _ �I OPTIONAL PANEL LOCATION / m 9in U1W IOil } I\ SECOND 1`I�EDROOM 1 � 1\ WP GFCI GARAGE / / GFCI 1 GFC 150 Amp ILII GFCI �, / / GFCI - - - Pane , Garage I \ ^ '' Garage Door I I Door 1 Opener I \ a I Opener 1 1 GOLF CART, GARAGE I I 1 I I to gerap fights GFCI I I GFCI I I ` I I PIMA ---" ELECTRICAL FLAN Post Light with Photo sell Contor Past Light SCALE: 1/4" = 1'-0" betwen drivewags AtticVenting Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Braden # Braden AIA. PA UJgnne Budding Corp. MODEL: Date Drawn Revisions : Sheet Comm # Architects - Planners -23-18 Garage floor slope and smoke detector revision 411 S.E. Coconut Avenue Tel 1112) 281-8258 OB III �I C� THE W (i `t D v O R lipH Drawn bg: E Fax (712) 281-8283 E-mail: bradenaia C.C.U. Checked bg Impact s anish Lakes comcast. net Stuart FL 994 #AAC0000 2 $ LuCle County Florida D.R.B. OF 5 0110 The Architect's or Architect's representative's shop drawing approval la NOT a Th "double check" of the contractor. BE SHIPPED AND SU r-F- I II I Y SET BEFORE ANY MORE TRUSSES ARE BUNT OR TEAT M`ODri a contractor shall rental T IR D S S E S F 0 R - B � T M 0 E H 0 U D am responsible r _ _ _ _ for checking field to ... I ren ants and Other construction criteria.Architect's ARRAN13E WITH CRA E OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' 24` IN LENGTH approval of truss ssstrpping, an fading I A I I review of 4russ'.strapprng, and loading on s , properly Y p i structurefrom re e t viand loc ticft ns.ada and I Do not `tand on trusses until they are braced per BCSI & ro erl nailed to straps & hangers Approved 4i DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span y fr cJeg,ees Spreader Bar ESs I .hag 4— APprox 2/3 to _,. '__IOe �SN v rD Line 1/2 of Span R t 3 REFER TO BCSI s ust oe see s `w y a e sea Truss must be set this way f crone used. �ss -s on. e.o pia, 'n.r s c In, motcn This is an example, truss may not match. fursst crane operator sets ; uss tr)s way Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses t ® are installed. a e SEAT PLATES BY CHAMBERS 12 4.00 f— (o u� 8' M upset=l /4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 12 2.006 - upset=1/4" heel=3 15/16" INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES SUPPLIED BY BUILDER 2 x 4 Top Chord AT A HEIGHT OF 8'-0" WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT mI=l®I®Ir1 ®.�•I I'Elm m /�_ I 140 I ®�1 air m -041_ 1 _IME API_ I 1110 01 D- pro .. f 50# POINT LOADS PER TRUSS FOR A/H/U 10001 g� OAF I i LGIY%4 'l l /�mFIF �I '►.. I�I I®I®I®111®11■l�111�1®IIII®I®I®I®I®I®I 14'-4" 14'1 PORCH RIGHT 191-91, - -. -. - - - 19'-9" 15'-3" I L C�G X.i J Braden & Braden A.I.A. P.A. I - • I 1 FABRICATION AGREEMENT ,. TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED A, RETURNED The legal description of the property where the trusses will be Installed is: . The undersigned acknowledges end agrees: T: Trusses will be made In stdct accordance with this truss placement diagram layout, j which Is the sole authority for determiningsuccessful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3. Unless written notice Is provided by certlMed mall to Chambers Trues within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice Is furnished Chambers Truss shall have three (3) bug`ness days in which to begin reps Is required, or to III a go Wsees, at Cnambere option.' 4. The undersigned acknowledges receipt of "SCSI 1-03" summary sheet by TPI & Vvrd'4. 5, Delivery Is to job site. It Is the buyefs'responciblllty to make the job she suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job she or a portion of the job she for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delMery expenses If Chambers Truss has to redeliver because Job she is not prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing coats due to she conditions: S. Price as shown in paragraph 7 below Is subject to change If any changes ere. made Iti this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. Thlsla a PURCHASE ORDER to Chambers;, Truss of the sum agreed fo, or hmo, I agreement a reasonable price. Invoice well be made on delivery end geld within terms of nai on delivery. Invoice may. be made at scheduled date bf. delivery If buyer cannot accepi delivery of fabricated trusses. The undersigned agrees to pay Chambere.Trusa reasonable atlorna ft fee for collections In event of payment not timely made. 1.1/2 % per month service charge will bas a or all sums not peldwlMln terms. a. Signature or Initials anywhere on this sheet constitutes agreement to all lens herein. 9.1n consideration of Chambers Truss extending credh for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness wed ,to 'Chambers Truss by any enthy receiving material and the undersigned agrees to pay such Indebtedness Including whomays fees. If default In payment for material be made by the re pent. 10. In the event of any litigation concerning this agreement, the name furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint L•ude County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guldellnes On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/rpUVVTCA 4 -2002" DATED SIGNED -- FOR TITLE _ Aspreader bar may beinquired Perr'BCSI1-W'tDproventirJu &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 Ilia and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Tr asses must be set and braced paar design to prevent Inluryy 6, darnage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. f?Q NOT SET TRUSSES USING THIS LAYQUT ; USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES O ' O r t01 �1�\\\\�1��� t►�\\�1�VA�L�\\\�IVAA�l►A.�rl�l tl 1V r. 1 1�A�A�lVl�l� \ 11 1� �1 1\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ — rarl�►�`rrr�i ►vaaA•sal�r�i+a.Ssas�s���rrrOe _\ _ _ k- 1 Elmtol -_ _ate®ii ,05 INVERTED 'V" WEBS AT CENTER W/i PANNEL. LOAD Wit (2) 50# POINT LOADS PER TRUSS FOR A/H/IJ \ — 2 INI\\\I�\\\ 111111IIIIIIImIIIs111111®11111®I11®I v — 14' 4" 6':�" v 14'-4 O�� i i-.. /� 1 , "i. %*% CHAMBERS TRUSS INC n M06 Oleander Avenue F0 ercei Florida 34982-8423 800-551-5932 Fort Pierce 772.465-2012 Fax 772-465.8711 Vero Beach 772-669.2012 Stuart 772-286-3302 r'"uAuoCGeT051i CnM 92.0/93.2 MITEK 4.2 - DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASC 7-2010 Wind Design Method MWFRS C-C hybrid Wind ASCE 7-10 o0 Roofing Material Shingle or Shake a;' Loading in PSF Roof R.D.L. rn — Top Chord Live 20 w L' I o Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent o c - Bottom Chord Dead 10 3 N . TOTAL Load 37 7.2 Duration Factor 1.25 m > Wind Speed 165mph w N Top Chord C.B. Sheeting by builder. y_ sr Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive REVIEWED FOFtxposure Category C ODE COMPLIAVr Island No T. LUCIE COUrms to FBC 2017 BOCCRestrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Designer and/or Engineer of Record. IChambers Truss Inc. Drawing Name: M11392 r Scale: 1 /4 = 1 LU 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 I FOR Revised:3/05/2020 WYNNE BUILDING CORP. i SPECIAL AREAS ARE OF PORCH �I DESCRIPTION.SPECIAL CONCERN &MUST BE � � WINDSOR �� % CHECKED CAREFULLY & MAY PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE t INDICATE DEVIATION FROM PLANS.15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 1 1392 0399