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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MPG 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 sell sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. Pacing laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and trio staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this wheat 12 4 SLOPE 12" ` I O.H. e COVERED '. PORCH � O F G - - - - - - - -- - _.a - - ®®., _,,. - - - Finish Columns with t�l �k x 8% cut 5oral frnlshec stucco bands /8" thick cut coral finished stucco bands MIN, SETBACK REQ. FRONT IDES �- NR ;IDES EEAR lXICIGftI TECH. (Vj. LEFT ELEVATION '1-a ZoJ wultl RIGHT LILEVATION SCALE: 1/4' - 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 ?L 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 ASTM D (tgpe 2) 30 lb felt undarlegment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced go o.c. at all laps and two staggered rows 12' o.c, in field. Attach deck to trusses using attachment detail on this sheet " reK u 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4' - I' -Os Product Approval Submittal Affidavit Opening 8ohedule Swinj Overhead Doors, Slldfng Doors, •Indowe a Slglfahb NU � Product I Model / _ llanufactuter Glass Attachment method setters Data Deafen Pressure of Approved Teets 1"2.3 i4 FLU 239.3 Single Hung I SH-100 Impact PGT 5/16" 1/4'wia tapconrs a/ inn. I I3/8' penetration Lo �e spec per pr uct approva. Contractor all a here to inn. edge diatences specified in Product approval + 80.0 P5F - A I6-0330.02 Overhead Model 824/811 9'-4" sex aidthh Garage Door It'-O• nex hnght pqg e s . c Hu c a �"„'�„+�'�„ `ue _ „ wMs rA 10-9-21 + 50.0/-10.0 Pat FL# IL614.1 Dean Pro/ Fiberglass Dome h Pro Jald-Wen dia. t con with an 1.25" embedment at 3' max ers ;Wtal .5' o.c. max thereafter in head and jambs. r:jwntrl� + 50.0 PSFSliding 251.5 Glass Series _110 Door SGD PGT I" nom „ar.ar Tgpe GSA3„ tapeorts m/ sin. 1 3/4' netrati tobe a�e1 adhere to edge dratancn specified in Product approval + LO.O P5F _ pioduct NOVn NUMMDateFL# Nodal 0 Manufacturer Attachment Method ZZ91retton D pproved MullionsTeats 241.1 1" x 2 3/4' x .315' PGT Install per fastener type and epacmgs shown in Table IA and III in product approval on shoat SS of 22. + 58.0 PSF Roof FLU IIL51.12 5V Crimp Metal RooPin g Gulf and Coast Supply manufacturing 2LXa. 5v crim't metal rooting attached to plywood deck using 941 x 1X w straws sit self sealing washer at 12' o.c. max 'pecing over ASTM D (time, 2) 3o Ib relt underlayment metalled with min. 4 side laps and 4' and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nab saced 4' oc. at all laps and two sta gered rose 12' ox, field. Attach ack to truces using attachment detail in on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kalican Install using 2' x 2' battens at 4" o.c. screwed to soffit framing using #8 x 3' wood screws at each trues. Install soffit to battens using 0.12' din, x LS' IMg ring A nk nails suth A/8" alla- head. +55.0/-35.0 PSF Hurrlc Panels . mma I have reviewed the above and aprProved it by my seal below. ( Architect or Engineer of Record 5/8" thick fight textured stucco on typical concrete block construction 2" x 4' top plate base -board 61M Gull Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails paced L" o_c_ at all lads and -two �staggered Lrows 12` o.c. in field. Attach 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 5/8" thick x 8% cut ' coral finished stucco bands 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at It," o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 12 4 1 SLOPES VW #10/10 WWM on L mil Vrequeen over clean compacted termite treated fill Interior Non -Bearing Partition f1tS ,..P� �lunne Buddm4 Corp. r Af'chlte(ct § T Pler rx 411 S.E. Coconut Avenue I j 1 THE SIC Tel : (112) 281-8258 +----�/ ' Fax : (112) 281-8283 S ankh Lakes E-marl: bradenaiamcomcast. net S Lucie Countg Florida At nArr PI aActq/ . A ennnnAl) , SCALE: 1/4' - II Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 811451.12 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 (type 2) 30 lb felt underlayment installed with min. 4 aide laps and 6' end laps fastened with corrosion resistant tin caps and with I.25" ring shank nails dees aced go 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 Pelt 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. LJ AU ` A FRONT ELE\/ATI()"N SCALE: 1/4' - 1'-0' I /. 2po1-`06-i�L Rrwriirrc VED FOR CII 4_ 1PLIANOE ST. � I.., *7, �COUNTY 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) I Florida Bidding Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category II Wind Velocity: 165 mph ultimate Mean Roof Height: IIII'-OO' Root Pitch: 4.12 Internal Pressure Coefficient. to -is Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu p Width of Roof End Zone: '- ' Wind Speed: 165 mph ultimate t Wind Exposure Classification: C 1.21 x O.6 = 0.12L Adjustment factor for Exposure Height:. ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components 6 Cladding Wind Pressure (NET) Roof Zone: I. +20.11 paf Roof Zone: 2. +20.6/-51.0 pal Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: V-4' Components t Cladding Wind Pressure (NET) Wall Zone.: 5.+35.8/-41.8 ®Wells ZorZon I pal Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pal Shear Wells Considered for Structure? Yes Continuous Load Path Provided? I] - Rod Zane 2 ```t -Yu Walb Zone 5 Are Components an Cladding Dew Provided? Yes � END ZONE Minimum Sal Bearing Pressure: ai, Presumptive: X Big Test: -Corner Zones S E ?R-OaUCT APPROVAL- FOR -IMPACT- P O E TION FOR O E Ih£S Rod Zone 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 Pat FLOOR LIVE LOAD: -4IL bal FLOOR DEAD LOAD: 10 list m.! JOB ADDRESS: �.Q Model: Date Drawn Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. LEFT Checked bg: D.R.B. Sheet Comm 4 Impact 'FLOOR FLAN /� * I Recess top plate i"w x 3/8eed for Kaal wpport angl� �.,/ I frt I � 4" CRASH POST D E T A I- we detail on this she \ TYPICAL NOTES: SCALE I/4" = 1'-O" N.7.S. C 1. Contractor to verify ALL notes and dimensions prior to 34l" high by 4" diameter steel crash post. Floor Steel countertop support single proceeding with work. p g Flange with 4 - 3/8" Install V from each end and- 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have Slag (3/8"t 50 ksi steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. L„ 1/2' drywall 4. No dissimilar metals to touch. � S. 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 �" %2' 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 "' 03/8" 2%2" Counter top - verify type with contractor 12" x 12" Concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintels above Base cabinet 2' x 6' wood studs at It" o.c. 2' x 8' PT wood plate 0 I of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL 1. ALL wood in contact with concrete shall be pressure treated. v 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. y2" 4„ 13. Separation between residence and garage shall be per FBC R302.4 `" 14. Door between garage and residence shall be 1-3/4"t 20 min, rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All 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 18. Gypsum board material shall conform to ASTM C34, C19, C415, C514, Cil C931 C48 C1002, C1041,C1111, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R'i02.3.5) Drywall Thickness Location Orientation Framing Member SMpaamg awmum Max s actin fsatieneri Nail wing options for Installation of drywall into wood framing members 2' x min. thickness Nails Screws „ %2 Ceding Perpendicular 24" 1• 12' 13ga 1318' long with 19/L4' head 0.098" diameter x 1 1/4' long annular -ringed or 5d coder nail OR Walls Direction IL a• IL 0.080' dial xx 1 5/8• long with 15/0" headOR Ggpsum board nail 0.08V dial x 15/80 with 9/320 head. Ceiling Perpendicular 24' V 12" 13ga 15/8' long with 19/64" head „ e 0.098' dia®Rter x 1 3/8" long annular -ringed or Ld coder nail- 0.092' di . xR 1 1/8' long with 1/4" head Walls Direction It• 8. It- OR Gypsum board nail 0.0915' dia. z 1 1/8' with 197L4' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A1011 A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the In tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ,4STM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underiayment installed with min. 4 side laps and L' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurnae anr�chor at each truss 12 with x I I/2• nails 1 ( 240 ec.) lks) supporting Max. 4 18101ba. uplift -100 Aluminum Drip i'- Edge il Fascia 2" x Lee Sub -Fascia Kaycan full o vent vinyl soffit installed uwnnpp 1/8' die shank x 1.5' long gaiv. rodng nails with 3/e" dia head per product approval - we chart ahwet al 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each fulled cell Wood Base Grade 111 llll r�Ial TYPICAL SECTION �' MASTER 00 2" j i •`��� BATH I 2"1 1 KITCHEN �„' I I LAY-1I T " v 2,4 LAUNDRY 2. i . „r fI� LAV-II LAVA 2 2• 2" �I J 2- . aNIV N - 3" 2" uo-1 I " ee'lwC BATH #2 \3 SANITARY RISER "to Window Schedule Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-Ill f-L is" 64 %s"x 5418, Single Hong ZONE 4 2, L'-2%s"x 5'-3 %a" Is' x 0 %4" Smple Hung ZONE 4 2'-2' x V-21,2" 21!/2"x 38 y." Eini8la Hsrg ZONE 4 4. 3'-1' x 5`3 ice' 38" x L3'i," 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Il Description PRESSURE ZONE A 9'-0' X 1'-O' 108' x 84' overhand Garage Door ZONE 4 B 3'-0' X 6'-8' 41' i4" x 83N, milbeirglass Parial - hamming ZONE 4 C L'-00 X V-9" 14' x 81 %" Free 6me" Sliding Glees Door ZONE 4 D 2'-0' X V-8' Soled Core - Waod - L-Parcel -Br-Fold Finished 24' x 81 h" E 2'-6' X 6'-Se Solid Core - Wood - 6-PorRil P 5'-O' X V-So Solid Cora - Wood - L-Parcel - Br-Fohd G 7-8' x V-8' x 1 N' Solid Care Wood Steel, or Masorete Dow H T-8' X C-8' Solid Core - Wood - 6-Penal J X-Lee X V-8' Solid Core - Wood - L-Penal - Si -Fold 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 bg contractor with manufacturer a space prior to construction in permit info AND SHALL ON SHEET #1 � PRE-ENGINEERED TRUSSES I' x tee P.T. Buck nailed to Masonry Beam at 24"o.c. TYPICAL block with case hardened nails ,� fahop drawings by manufacturer) prior to cow attaehmen \R-30 blown fiberglass in bottom chord or trusses -1/20 drywall with smooth finish Two rows of beam block fulled with concrete -and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 95 or cont. for bottom row over opening* 1/2" drgwall over IN x furringg strips at IL" o.c. with R4.1 ff-foil -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 'Mee only proportioned per FBC RbO1.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ax showers, tubs etc...) Fill cell with concrete and (1) 45 bar vert. (typical). 'Max. spacing &hall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fubermeah OR L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill f4 x 14" Concrete footing with (2) #5 bars cost. and 45 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Attach buck to block mall with 1/4" dia Elco cone screw with min. I f/4' penetration at 12' c e. max and 4' max from each corner thru d wior face 2' x to PT Back eras as Wood across thou jamb into back Detail at Door p each to d and IS• tile. am.nil nor to dam attaehwrm NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION O r Install winds" thru buck into block with SAV tap -am with 11/2• penetration at i ox. max free each corner and 20.' oc. max Exterior face at head aed mdambs and `0• elks id per jar epprav of well - Buck to be 10 x 4• PT p I I'x4' P.T. Buck nailed to lock with case hardened nails Detail at Windows prior to window attachment NT5 IT Verify attachment hole location with GC prior to fabrication 3/8" thick L„ steel bracket COUNTER TOP BRACKET DETAIL Install SGD thru buck into :r;;•,c, : ptT_'.';:,": -:.''-I , block with 3/I0 tap -con with 1 1/2" penetration at 6" o.c. max foam each corner and 20." o.c. max thereafter at head per product approval Use 3AL" tap -con with O 0 1 1/2" penetration at IN o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval IN x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door Masonry Wall n sr Bottom Track Typical Flooring r=" Bill Install SGD thru buck into block with 3/I6" tap -con with S I I d i n g 1) oor D e t a i l I penetration at L" elks max. from each corner and 20." elks max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden ! Braden AIAe Architects - Planners 411 S.E. Coconut Avenue 1B Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaacomcast.net 0 0 �n O 35'-O" 1T 8'-10 /2" 12",oe 8'-10 1"2" 30 lie15'-3" -1, -"1 i'2" 1'-1 y2, Filled cell under girder above I � PORCH WIRE LATH t STUCCO CEILING R I I I 8'-0" to 9'-I " A F F j EGRESS 13'-11" MASTER BEDROOM 8'-0" A.F.F. OIL Flat Ceiling Vaulte Ceiling _T Rod t Shelf IF C�RE! ROOM d) � ,4i� I BI OSE� Ix =m Vi I Rod t Shelf WASHE DRYER Ln - „ AUNORY I 8'-0" o T-8" A.F.F.411111 Vaulted Ceiling I ININ I _ 1134"high b. ROOM 3/8" thick steel I counter toga to T coo tar top suI- Ipports "0„ overhang wall 1.5" ;r I I 5,_3„ counter t s to eq. eq. overhang wall1.5" L' LA P - - - - 1 &M 03 - _a" M OW 1 0 0 +41" high wall I I I I KIT0HEN 1 to 9'- " A.F.F. O_ Vaulted �eiling peer cabinets to extend ova Ref. cR WA'vm NON via I REF. 38' CLaAR n L _ _ O - OPENUNG MMMMMIMM -n Batts Inmintm" O H_ 4 Stcloser eel Ballard Provide auto ee detail on the sheet C r---m-�- LU 22' x 54A Attic Aowae I D L_i•___J 8'-0" A.F.F. - Flat Ceiling ,4R,AGE a OB 4 O l glock wall in rage to be ° MT Ij r+ struck block 2'-8" 13'-O"IE BPI ° L'-4" EMERGENCY r - - - -------------1 EGRESS I I I I � `u- I cc Vanity to be 34 Y2"high , RlIM��v� SECOND BEDROOM61 r Flat Ceding r l�� I THIRD BEDROOM O I I Flat Ceding i+) 12'-8" kn R-a Bette Iwietim Provide auto 150 Amp "closer Panel �-----------------1 I In � Ib '1GOLF CART l GARAGE .B. M 'v- I a - I in ® ®J REVIEWED FOR T-8"02 9'-0" L '-8" L-4�'-8" J 9'-0" 2-8" < J CODE COMPLIANCE F 35'-01, ST. LUCIE COUNTY BOC, Square rootage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. FILE Total Cubic Ft = 14,024 under Roof Total me 2,484 sq. ft. Wf4nne Building Corp. Date Drawn : Revisions : Sheet Comm # REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision TH E -" U.1 I N D S O R PORCH Drawn by: 2. LEFT C.C.U. Checked big: Impact 5 anish Lakes S . Lucie County Florida D.R.B. OF 5 .7 I l�Ul" I Uft/�L. INV I =0 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. iF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 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. -I. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. ALL DOWELS. SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI I5. 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. FOUNDATION FLAN 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.... 5. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-I1" 1 ll 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 L0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. q. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermeah OR at each filled cell ECTIONS one #5 bar continuous OxV #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated Pill FOOTiNG SCHEDULE Mark sire tron I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 144D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"1111 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- 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with Pibermesh OR 6"W #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Fvioorl� I I P I III I— 14"w x 14"d concrete monolithic footing with (2) #5 bare cont. f I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with flbermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cant. `r ;r #5 bars cant. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-e)" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into imteis above Top of rooter 10 below finished floor Verify house slab height in field 30" )LUMN FOOTING DETAIL SCALE 1/2" _ #5 bar vert. w/ 30" overlap at each Pilled cell Ad,lust curb height haled on gar. floor slope. #5 bar In curb \ 14" GARAGE CURB 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x L" PT wood secured with \ 3/8"ilia. x L" anchor butt at 18" o.c. overhead door track secured to wood =111 _11 IF jamb per manufacturer's product approval Wzl �I I— Garage Door Jamb Detail �14"w x 14"d concrete monolithic GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS footing with (2) #5 bare cont. IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One J SCALE 1/2" = I'- 4" concrete slab with flbermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill __,#5 bar cant. w ... Ln 10" (2) #5 bars cant. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN sr,ALF 1/2" = r-it)" #5 From Footing To Beam Each. Filled Cell Masonry Column With One Cone. Fill 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 ' 4:i+.0 Double Filled Cell Column Single Filled Cell Column NTS NTS 12" x 12" concrete column block filled upt with concrete and (2) #1 bars vert. tied I t into lintels above I 8'-10Y2" e'-IOY2" m IO'-O" ° T ®t— Filled cell under I FI girder above o I FI I o I 4" I ® p Rear Porch Sleb to L FI O I 4 IN - be poured separately Ofrom House Slab. I a � gg O I 24 mcxel4"d ox'n24"L I under filled cell under girder bearing. I 4 ° m ° a " u0c r —�— J I V.�n Rear IPatio/Slab to I FI FI I ~LL-m be flus�i with bottom of ° sliding door recess. I ° I I Slope I" I i I I -i Fi===F° I I II I I I I I " 4" concrete slab with fiber mes OR ma. I 6"x6" �1O/IO WWM on 6 mil Visq en over H.B. 6 �v`s I cleai compacted termite treat fill ° .� me 1 5 I ° ° I o I WASHE� DRYER f I I FI i f- °i it I I 1 -i o I FI I I I r I ==15-11 r I I I °I I° ,- o�Dw' o " I;- " n °I I /- I° I I 4" crete slab with flbermesh OR FI I I 0"" /10 WWM on L mil Visqueen over I cleal compacted termite treated fill I I MICROWAVE I o I NON -VENT Rai O 230Pli , I _-- O o FH. 4"i6 Steel Bellerd #I I See detail on this sheet I �- I I rW�l I F_ I Or 2 Lu I I F- I I Attie Ae ° I L M —� I I a, I W I I I 0 I I 6-23-18 5-23-18 I° I © `) + I — _ I — © I Meter and Well ° L either ode ouse field verify service location 150 Amp 4" $ Iv Panel °I I lu I° -i ° I I I _ f- -a I �I ° o ° I o to I' 13'-O" - I I I° 5-23-18 I ° L- —— — © — — — — o ® ° t — — — —— — — — — —J ° ° ° 1.5" Recess for ° ° O ° ° ° .5" Recess for ° ° O Garage Uoor til Caarage Uoor REVIEWED FOR 5-23-18 CODE COMPLIANC;=' ST. LUCIE COUNTY' 9'-O" 2'-8" G'-4" 9'-O" 2 8 B®Ci.' 35'-O" FILE COPY Braden 4 Braden AIAe PA Winne Building Corp. Architects - Planners Coconut Avenue THE W I N D S O R THE TelS.E. Tel (112) 267-8258 S anish Lakes Fax : (112) 281-8283 E-mail: bradenaia comeast. net Stuart. FL S499L t#AAC0000%2 g� Lucie Count Florida Date Drawn Revisions : Sheet 3-28-18 5-23-18 Garage floor slope and Comm # REAR Drawn by: smoke detector revision PORCH C.C.U. 31 15-158B LEFT Checked by: Impact D.R.B. OF >S T I Provide #5 bars with min. 48 bar Provide #5 bar set mere -cast ROOF PLAN Scale ROOFO SHEETING I I E E / - diameters overlap into beam. Tie lintel into beam where length d I� �7 T�1 �•F beam blocsteel el. continuous the opening calla for it. - Overhangs at l i—oil unless otherwise noted on tl ATTACHMENT DETAIL — Roof pitch at +12 unless otherwise noted on thi I. Minimum Ned Size = ed ring shank (min. 2.5" long) Provide Cast -Crete — Truss shop drawings to be provided by manuf aetu 2. Minimum Screw Slze = #8 x 2" SUS-OB/OT precast ----- -- - -! 3. Minimum Sheathing Thickness 19/32" CDX Plywood hotel set m mortar _ -� _ � � r �_���;7 — Any changes to this plan shall be submitted to t '4. Use nails or screws baspd on pressyre for roof stated Min. a• Bearing - -- - - - - architect for approval in writing prior to startinc 1n permit rnfo box on these plans or zone 3 I• d ' '' ` - �;. •-• ��•- - ALL TRUSS TO TRUSS CONNECTIONS BY ��� 1•I TRUSS MANUFACTURER I Architect to review Truss Shop Drawings Prior _ Provide PT Back to construction for layout and uplift verification 1,,1 attached per jamb i I Poured Filled Call — etails into filled cal Contractor to provide for Form Board Survey i 11 ` 4' Pre -teat 1 Form Board Survey to Truss Company prior to I Kati Area Ede Field Fastener MaxPressure Zone I IV 6" ad ring shank 45 psf Zone 2 4. 6" 8d ring shank 16 pef Zone 3 " 8d ring shank 84 psf ** Zone 3a 4" 4" #8 wood screw 112.5 psf ** Use nails or s4rews based on res ore for r of stated in permit info box on these plgns or zone Concrete / Lintel Column Verifg with Plan Rebar to Lintel 12"x 12' ilumn Block Rebar 48 Bar Dia. Min. Overlap Attachment Provide #5 bars with min. 48 bar (Diameters overlap in filled cell. Tie filled call steel into continuous tooter steel. Concrete -outing n'� .,....•i•: ..: �:.: ,:•s ..'.,4.'� rig �...:...J...•,.: , ,'...: ; ... ,.i L,_':.� (see tooter schedule for exact aloe) DETAIL AT WINDOW OPENINGIN CBS WALL Scale: 1/2" = l'-O" SINGLE PLY REAR GIRDER TRUSS iith 4' Ilia 10d x ntwill at 4"moo e. 1 Smlp .s reMGT wit eat ua SWL beat grid l IOd rro alto trials TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS i 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 4" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26ga. 5v crimp metal roofing attached to plywood deck uang #9 x 1.5" wood scrams with self seating 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 L c.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 "A" HBO #6 bars Lintel Bar ClearB Len th Len th 5P an Bars Bars 9 2'-10" 2'-8" I'-b" 2,tt3 none t..---J `----J t----J 3'-4" 2'-2" 2,1$3 none alma-OISAT 9Fa-IMAT 8F8-II5/2T � ddltional 4'-O" 3'-10" 2'-8" 2 3 none /#5 bars CLEAN,'. 1.; 4'-b" 4'-4" 3'-2" 2,43 none /•_ no Row of 'H" n:f Block Above o,`i c 5'-4" 5'-2" 4'-0" 2,#3 none -10" none i Precast Lintel ::> Additional - b'-L" b'-4" 5'-4" 2,#4 none �--__J #5 bars a---_J l'-b" l'-0" 6 -2" 2?05 none 811FI4-11DAT SP16-I8/2T 8'-4" l'-10" T-Or, 2,45 none NOTES: I. min. coverage of steel=l.5" 2, min. bearing required a as. and=8" ALL reinforcing steel Is grade 40. 3. standard for reinf. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Wmdon or oor Unit 8nt I C Sat-Crcaeri Rome or Above 8� S� T� � Max Load U«pkft MARK (LaWid) L22 2'-2' V-4' 8F8-01111/IT 1 85 3049 1"11 1024 L31 a", 4'-0' 8F8-0!!/IT 1 85 254I ISiB 10 L45 41-6' 6'-10, 8F8-OBAT I 86 1106 909 339 L50 5'-0' 4'-9 81P8-015AT I 86 1230 on a L4O V_r 11-4" elm9-Oe/iT I a5 Ion 121 534 Lao 8'-O' 9'-4' aF8-Is/2T I 86 2 86 152 691 512 L90 T-O' 10'-4" alma-nb/2T I 86 2 86 643 530 401 L9013 Y-O' IO'-L' 8F14-115/2T ONE I 86 2 86 1633 183 1 401 LIOO 10'-0' 111-4' 811118-I8/2T 1 86 2 a6 682 494 452 LI006 KY-O' II'-4' 8FI4-6/2T ONE 1 85 2 85 Is" I028 452 L120 121-01 IV-4' 8138-I5/2T 1 85 2 86 4T 429 324 L1209 IT-O' IV-4" 81W4-15/2T ONE 1 86 2 85 1015 110 324 Li40 14--0' 16'-4- 8114-111111/2T ONE I 1 86 1 2 1 86 1 1250 9A 2641 LI40 W-O' 11'-4' 8F8-Ie/2T I 1 86 1 2 1 86 300 M2 M4 L1408 IL'-0- IT-4' BFIL-6/2T ONE I I 86 1 2 1 86 1 450 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss tilts (10) IOd x lot rolls — ( 24" o.c.) supporting Max 18101bs. uplift Aluminum Drip _ Edge E Fascia 12" 2' x L" Kayean full o vent vinyl soffit installed mmp I/8' dia shank x 1.5' long gale. roiling made with 3/8" dia. head per prodsct approval - we chart sheet 91 12' x 12' concrete column block fined with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 804' with concrete and one U5 bar continuous BEYOND Top of tooter IV below finished floor 1/2" Aluminum Drip Edge it Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd mils at each web to -rib lath vertical rood I to provide .ration into 3/4' penetration memWra 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 per foundation plan - �IIIlill .I,1@11II aim y Wood Brace Gable and with 2' x 4' SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WO y m 24'o.c. TYPIC, ( shop drawings bg manuf R-30 blown fiberglass yin bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete .and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" dr wall over I" x furrin strips at IL" o.c. with R4.1 Fli-foil -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 er FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). 'Max. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L'x6" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill FI at Front F of G Scale : 1/2" = 1'-0" Provide downspout Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment hurricane anchor at each truss . _ L--- —."L-- ...—� --• -- — ---n nn46 EM hurricane anchor at each truss rrarira� a+a mre�wr ( 24" o.c.) supportingg Max. 1810 lbs. uphft to a � N� 0to U m C4 Lu F� a� a toad v..-a u °wiO oQ E%s OD NvN s -2-19 PANEL „A„ ..Lead Palen BR Lead We Oeeanptan erd wA Deaerptm Akre BR Palls 1 20 1.2 Its e12 Refrigerator I ROWai 12.0 lea 50 2 1 20 1.2 ks 812 Clothes Washer 3 1 20 1.5 ko 012 Kitchen S.A.C. 5 q DrJW a10 6.0 ks so 2 1 20 L5 Its a12 Kitchen S.A.C. I 8 1 20 - $12 Bathroom Reaspte 9 10 An C s10 5.0 ke 30 2 1 20 1.2 Its as D,,Wmd r 11 12 1 20 1.2 ko all "orals" i3 14 . Air Hand 010 6.0 Its So 2 1 19 sl4 General. Lighting 5. IL - I IS a14 General L,ghta,g M la wH 610 5.0 ko 25 2 I 15 - $14 General L,ghtmg 19 20 1 15 $14 Goneral Lighting 21 22 Goo s12 0.81 KII 20 1 - 1 16 - a14 Gonwel Lighting 23 24 agars $pare 26 26 Span Spero 2-1 w I Spare Spere 29 3o I Span PANEL "A" LOAD CALCULATION SHEET Load Description Q . I Watts Total(Watts) General Lighting l3. iuetta aq: ft.) $mull, Appliance. CrcKul4(4>.........._........................ Rang! ........................................................ RePPrgefetor.................................................. Microwave ............. .Doh.Weshlrr..........._....................................... .,r *I)?t.kU.q4h?f............................................... Cl4theF..>sty?f................................................ Water Heater Garage. Door .Opener, .. , .. nis 3 6305 2 I600 00 1 12,000 12.000 1 1 200 I 00 I 1600 100 1 1.200 1,200 1 I 00 4200 1 6,000 5400 I 41500 4500 1 810 810 Total Watts 3S,LB First 10000 Watts 0100% 1 10,000 10,000 Remainder 25AS 940% 1 O 10.24A Electric Heat or A/C 10.000 6L5% 1 10.000 10.000 Calculated Load Watts 30.24E Yolt a 240 Calculated Wattage Divided by Voltage Total Amps 12L.02 Panel Size Required = 1150 Am Electrical S mbol Legend $ Single Pole Swatch ® Recessed Can Light Sj Double Palo Simtch ® Elichad Recessed e Push Button S.rtch .� Exhaust Fan -.8 Duplex Outlet Caring Mounted Light -00 Special Receptacle ♦ Wall Mounted Light at.rpr ground fault orcat Light with Pura Chan (att C) IS Floor Duplex Outlet ® Computar Connection Jack ® Carbon Monoxide Detector Flood Light (� Thermostat Electrical Panel m Central Vac 8 Electrical Meter ® Sisok. Detector %,�P Caring ran ® Television Jack ® Telephone Jack AD DISC A/C Disconnect ® I x 4 Florescent Light 4 Florescent Li t ® Speaker Hook -Up Q = JUNCTION BOX TO SUPPORT A FAN - THERMOSTAT LOCATION B/A = BALANCED AIR MECHANICAL LAYOUT SCALE: 1/4" = 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 #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule ISOAMP 40 conduit sleeve AMP MC13 into attic MCS PANEL AHU PANEL AHU 200a rated 200a rated meter can meter can n Interagatem bonding Interogatem bonding 2" PVC ( FPL Termnauon point 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2" nod service PPL 3 TON E MANUAL 'J° and Energy SE Calculation for Unit into AiC PORCH 141 CFM IOx1Ox1 GREAT 141 CFM 101,111100 CFM V '�;1Ox1 NAM DINING ROOM I `� I c. I ------ DW I o KItCHEN NB,F. . - � 39• CLEAR OPENIN4 4"4 Steel Ballard See detail on the Most r----- I At tie xAc�s 1 L -i- light- GARAGE r-----------------i I I I I 12 B//AO r-w 1Z° 20x2O I 124 CFM IOidoxL /MASTER BEDROOM 124 CFM IOidOxt rLw lh'Qi)dO B/A 09�°`3r 9 CFM LOSE ISO CFM 4SHER DRYER I: I "12x6>;M SECOND BEDROOM 1 �c� r-w 12W24 1199 `,'� B/A THIRD I BEDROOM O I I I 00 IO)d)d M GEC Bar >< c s iro to fit) '- Craalvan ed GEC Sar sLL c e ire to 8) e'-8V4&aluvanaad I I ground rods ground rods I I I I ELECTRICAL. RISER ALTERNATE SERVICE ELECT. RISER I I- Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS I I I - Contractor shall torque lugs I.A.W. -Contractor shall torque lugs I.A.W. I I manufacturers recommendations which manufacturers recommendations which I shall be verified prior to construction shall be verified prior to construction I I - Verify AIC/KIC Rating prior to ordering equipment - Venfy AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for less from 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke f Carbon or a period or not than two years ordering. The contractor shall provide circuit routings to Monoxide detectors the date of acceptance or certificate of occupancy. or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and Install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of Installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22- All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must complyy w/ FBC RMI1.02 the requirements necessary for the equipment to be placed in 9. A/C Refn tines that are run tiro slabs moat be I d Iv proper working order. 23. All exposed wire below 9'-1' shall be installed ors metal EMT see in 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Drgger Vents to be Installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FSC RMI502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all Mews, permits. testing. and Inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. III.- duration of the work_ 150 Amp Panel GOLF CART GARAGE I I I I 1 I I I I PORCH \Ne I" WP GFCI 1 u W I -- I I I I I GREATI ROOM ILOSET I L-- I \ tit. thru I ` -Soffit I e e WASHER DRYER I \ \ LAUNDRY DINING 1 \\� �` \I ROOM 1 , - I _13000 I `S .- / .101 GF V °A CI TM Mi./ / -I I I I I C.M. Datecto WP GFCI F onl per FBC I I IT�HE�I R3143 Install oulet I under disc. N I c not shown for E GFGsI r nlcg�g�y� W Clef or ANON-VWNT `• REF. \. tm Q 3OPEN AR \ L - - GFCI GFCI W.H. GFc 'q#�C `4 Steel Ballardi r a'21 a. ore detail on this shoat__riiV IAtttia.ehL -OPTIONAL PANELLOCATION MASTER BEDROOM 711 r- SECOND THIRD ---BEDROOM GARAGE GFC / 1 GO Amp ILu/ GFCI / \_ �1, / GFCI Panel r-------- a-------1 �/ -r---------i I Garage I \ ^ / Gore' a I Door I W� I Door I Opener I \ ° I Opener OLF CAR For FrontePo I I ! G GARAGE T Light I I to gar fights I I GFCI i i GFCI WP GFCI J I REVIEWED FOI BODE LIAP L C�TRf CAS LEA cC IE UN o Post Light with ir Photo cell SCALE: 1/4" = 1'_0" Center Past Light between drivemeys Attic1na Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit az�e F _j . ' I I n�le Building Corp. MODEL: Date Drawn Revisions . Sheet Comm # , I,"rcMtect aPlanner wIT'lw 411 S.E. Coconut Avenue Tel 1112) 281-8258 II II II r T I ti W I I �l D ®� 4=26=14 Drawn by: 5-23-18 Garage floor slope and smoke detector revision Fax (112) 281-8283 E-mail: bradenalaecomcast.net Checked by: Impact S ankh Lakes Stuart FL 3499E UAAC0000 2 S . Lucie County Florida D.R.B. OF 5 i e ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ii IS °J 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30'to 60' Span Spreader Bar 63 degrees or less I 1•t i f__ / -_; 2 3 t jag Line socr coprox. RE' FR TC BCSI - ,,,Ss must to set t s way f crane used. - use -s an example you• hcss may not match. twist crane operator sets truss this way. o9 __Approx / o ---- Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crone. used. This is an 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. AL AIR HANE-7l-F=F=Q-t NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. 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 'v 2a-o c m,u LO.N,e JPLNS 1 t ' 0N1.— - CORNER DETAIL OVERHANGS NOT SHOWN FORCLARITY TRUSSES FOR THE EH<S MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE /AN`� MORE TRUSSES ARE BUILT FOR THAT MODAL. - -- - ® ARRANJE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' — 24' IN LENGTH A FABRICATION AGREEMENT TRUL I The egal descriptionES TBE of the prroperD UNTIL rty where the {trusses Will beIS AGREEMENT l stalled is:is $ RETURNEE) ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I I I .The underlined acknowledges and agrees; 1; Trusses Will be mach In strict accordance Wth this truss placement diagram layout, x1t(ch Is the sole authority for detertnlning.successful tabdcatlon of to trusses. _ 15'-3 19,_9„ _ 19' 9" - - -- 15, 3„ C L. G 2. NI dlmensbns th this layout have been verigad byte underlined. likf----------�K------ -- r\ - — — .3. Unless written notice is provided by certlged mall to Chambers Trues within fan10 i I f t days of delNery the undersigned agrees that no beckchargea MII be TlIowed..In the a vent such written notice Is furbished Chambers Trues shall have tree (3) b 12 4.00 l— 8' r0 I " 1' upset=1/4" heel=315/16" I.. PLUMB CUT END „ < 2 x 4 Top Chord i WALL 'HEIGHT 8' I TYPICAL END DETAIL i 12 4.00 { 2.00 „r M i t: upset=1/4" hee1=3 15/16" INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES `r 2 x 4 To Chord SUPPLIED BY BUILDER p AT A HEIGHT CW 8'-0" WALL HEIGHT 8' ABOVE FINISHLEP FLOOR END DETAIL :TYPICAL VAULT t I F-- \\\\`I`p\`l\\\\\\I`\t\\�I`\\1®\\�\I►�\I��i�11.R\\\\jl\O�\``NNN 11' r 1 , jo \_ \®_ I % ,_\� s \®I' — 111.1 — \— 1 is ME MIN IN INVERTED"V" WEBS AT CENTER LOAD 50# POINT LOADS PER TRUSS FOR A/H/U 1®®_®_ Illy841M TSETBACK : • INS. /��I®I®I�I�I�I�I�I�I■�����®I��I�I�II®I I 14'-4" - - 6'4" v _ 14'-4 ' j, CLOU SED AREAS ARE OF PORCHRIGHT I / CHECKED EDARECONCERN& MUST t INDICATE DEVIATION FROMPLANS to begin repair required, or to substitute othet true..., et Chamber optl$nasa days In which 6. Degvery b4. The l90 Job slte�lt Isno gthe buyafe'Me iselb fry to make teeJob st by lls aulte6 a for delivery. Chamber True. has the sole authorgy to detertnlne the aultablltty of the Job site or a portion of the Job she for delivery, Chamber Truce will be responsibI for dump dollvary only, The buyer Is responsible for additional dellver, expenses I Chamber Truss has to redegver because Job she Is not prepared for delivery or buyer la not prepared for delivery of trusses. Buyer Is responsible to Chamber Tres for towing coats due to stte conditions: S. Pros as shown Iq paragraph 7 below is subject to change If any changes are, made inthis layout. A $50 per hour fee for revisions may be charged by Chamber Truss. . , 7. This Is a PURCHASE ORDER to Chamber, Truss of the sum agreed. to, or if no; agreement a reasonable price. InvOlce will be made on delivery and paid within terns of not on delivery. Invoice may, be made at scheduled date of delivery If buyer cannot accept delivery of fabricated busses. The undersigned agrees to pay Chamber. Truss reasonable attorneys fee for collections In event of payment not timely made. 1.12 % per month servJce cherye will be added for all sums not paidwithinterms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all tame herein. 9. In consideration of Chamber Truss extending credit for this material the underlined unconditionally guarantees payment when due of any and all Indebtedness owed to Chamber Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attomays fees, If default In payment for material be made by the reciplem.- ^. 10. In the event of any litigation concerning this agreement, the Hems furbished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint Elrole County, Florida. 11. Design responsibilities are per "National Standard And Rocbmmended Guidelines On Reeponslbllitles For Construction Using Metal Plate Connected Wood Trusses ANSIlrPUWTCA 4 - 2002 DATED SIGNED FOR TITLE AspreaderbarrmayberequiredPOr'BCSII- bPreventlnJtayr&dar�ya ye 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. TrussesmustbesetandbracedperdeslgntD preventinjury2rdamaige, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS IN 3105 Oleander Avenue Fort Plerce; Florida 34982.6423 800-551-5932 Fort Pierce 772-465-2012 Fax 771 465-8711 Vero Beach 772-569-2012 Stuart '772-286-3302 tiro,. era,,. MJARROCOQTDi IQS CAM - The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurem his and other construction) criteria. Architect's approval on general root shape, review of truss strapping, andfoalding on structure from g,ravityand uplift Irlads and their r ective loc do s. Approved 8 0f Date:'�-- 92.0/93.2 MITEK 4.2 Braden & Braden A.I.A. P.A. 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 Anc Bottom Chord Live 10 Non -Concurrent rr"c Bottom Chord Dead 10 3 c , TOTAL Load 37 7.2 0 (y Duration Factor 1.25 10-(') Wind Speed 165mph cc T Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. h� Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L. Restrainin 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 Buildinq Designer and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11392 W Scale: trusses, = 1' IEWELi) FOR 82 total trusses, 15 different tru I MI 4: RLC ACAD: RLC RevirwQ :COMLIANCE Feel Date:10/07/15 RffVo&tjd 1COUNTY v, FOR BOCC j<r WYNNE BUILDING CORP. DESCRIPTION:C LEFT 4710>� 'CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE �� B 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 �o (�vl F (FILE COPY +� 6'-4" I - 14'_4" I