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HomeMy WebLinkAboutBUILDING SITE PLANF ;5 11 Nis 5T, I NEie County, Permitting I Gulf Coast Supply :rid MFG 5v Cnmp Metai rooPm FL uIIL51.12 2L ga. 5v crimp m tal roofing attached to plywood �eck using s9 wood screw* with s If sealing washer at 12" o.c. max spacing over (type 2) 30 lb lei, underlayment installed with min. 4 side laps i iaps fastened with corrosion resistant tin caps and with 1.2C ring raced L o.c. at all laps and two stagggered rows 12" o.c. Pie deck to trusses using attachment detail on this sheet H 5/8" thick light textured Itucco on typical concrete 12 block construction SLOPE 4 --------------------- 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION Gulf Coast Supply and MPG 5v Crimp Metal roofing PL u11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using a9 x 1.5" mood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlayment 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" o.c. at all laps and two etaggered rows 12" o.e. in held. Attach deck to trusses using attachment detail? on this sheet 12 4 1 SLOPE 0'-0" - Finished Floor---_---_--- ------ LEFT ELEVATION IPE GRESS . 5/8" thick light textured stucco on typical concrete block construction ---------------- COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2G ga. 5v crimp metal roofing attached to plywood deck using9 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 0 end laps fastened with corrosion resistant tin cap* and with 1.25" ring shank nails spaced L o.c. at all laps and two etaggered rows 12 o.e. in held. Attach deck to trusses using attachment detail an this sheet COVERED PORCH INIMwa Jim 5/8" thick light textured FILE py ////C�� � / ST. LUCIE COUf�T`! GUILD DNISIOQ) w REVIEWED FOR COMPLIA C I REVIEWED BY S C cLC DATE 1 PLANS AND PERMIT MUST $E KEPT ON )OB SITE OR NO INSPECTION(S) WILL BE MADE 12 SLOPE 14 01 L■J�I ALL MANUFACtUplee LA"a SHCIwNO U FACTORS AND SHOO COMPLIANCE WITH 1`90 SNLRQY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNIX INSPECTIONS ARE APPROVED THESEP QUIREDf y TOANYCOROPOSEDWORK Iy4YB NNeC�$SgR �NSPE CORRECTIONS 12 LYWIlHA�APPuj L.kin EST stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - 1'-0' ApFr�Eqdiv�ASCA��AC �'®NlpgCrCq� ��Typpr� Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11631.12 26 go. 5v trim. 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 Pelt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two eta gered rows 12 o.c. In field, Attach raced to trusses using attachment detai on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be-19/32" CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE : _8'—I" BEARIN s 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate I 1/2" drywall telling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base -board ----\ 11 11 / 24, x 4" P.T. bottom plate FRONT ELEVATION 4" concrete slab with fibermesh OR L"W u10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterlor Non—Bearinq Partition nts Braden t Braden AIIA, PA Wynne Building Corp. Architects — Planners THE W I N D S O R Tel el S.E. Coconut Avenue : (112) 281-8258 Fax : (112) 2 ®7-8283 $ anish Lakes )B E-marl: brade gL t Aem rnontl St" Lucie Count Florida I;r.a.... �I 7.dACIL �eernnnna� SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Florida Bwlding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading BmldI Dgogn Ia Enclosed Risk Cat o(y II Wind Velocity: 165 mph ultimate Meen Roof Height: IIII'-OO' Root Pltchg 4:12 Internal fissureinit: Subjectability to deseage from: Weathering: Negligible Termites:Yeru Heavu Width of Roof End Zone: V-40 Wind Speed: IL5 mph ultimate Wi"d Exposure Classdlc�tion: C 1.21 x O.L = 0.12L Adjustment factor for xposure Height: A�D desig Load Combination: ASCE 1-10 Section 2.4 DL+LL; OL+O.i:WL; 0.6 L AWZ Components t Cladding Wind Pressure (NET) Root Zone: I. +20.L/-32.i psf R Zone: 2. +20.L/-51.0 d R� Zone: 3. +201/-84.00 Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Wall Zones 9.1 .+3gg.8/-38.1 per Wall Zone: . +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage 0oor:+32.O/-40.3Ps1 Shear Wails Considered for Structure? Yes Continuous Load Path Provided? Are Components an Cladding De� Provided? Yes Minimum Sal Beenna Preasure: 2.500 be. Presumottve: X Bg Test: ON ROOF LIVE LOAD: 31-- pat ROOF DEAD LOAD: 10 pat JOB ADDRESS:Un�-\�-\ N:�\c_Q_ Model: Date Drawn Revisions : R 3-28-18 5-23—I8 Garage floor slope and Drawn by: smoke detector revision PORCH c.c.u. n/ RIGHT co aby: Roof Zone I Walb Zone 4 ® WRoof Zone 2 ells Zone 5 END ZONE Comer Zones Rod Zone 3 SCANNED;' Sheet Comm # Impact FLOOR PLAN Recess top plate L"gpw x 3/8"d see detail`aip hia`aha rYPICAL NOTES: SCALE 1/4" = I'-O° CRASH POST D1=TAIL N.T.S. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter proceeding with work. steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install 6' from each and and Base cabinet L Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into one in center olr counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) sea angle detai a minimum 1,400 P.S.I. fiber stress. at i6"BOGooa etude 1. No dissimilar metals to touch. `" I/2• dywan �. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 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 ° Drywall at ceilings shall be leveled and attached to bottom chord "' 13/e" o of trusses with screws per FBC R102.3.5. I. ALL wood in contact with concrete shall be pressure treated. 0 2�s 1. ALL wall dimensions are nominal and not finished wall or stud dimensions. o 0 ALL plumbing fixtures to be low flow. X2" �. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. L Lowest finished floor to be set by Governing Building Department 2, „ surveyor to set in field. Separation between residence and garage shall be per FBC R302.6 6" Door between garage and residence shall be 1-3/4"t 20 min. rated door WH• = Water Heater Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 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. R319 - see permit info box of code edition Gypsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 C"140, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Dr gall Thicknea Location Orientation gaming ember ,ember o in ri ximum Max. spacing or fasteners Ned sung options for installation of drywall into wood framing members 2" x min. thickness Nails Screws /2 Ceiling Perpendicular 24" 7" 12' 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" longg annular -ringed or Sd cooler most OR 0.080" dia. xx 1 5/8" long with 15/64 headOR Walls Either Direction IL" BN IL" Gyppsum board nail 0.086' dia. x 1 5/8' with 9/32' head. Calling Perpendicular 24" 7 12" 13ga 15/8" long with 19/44' head 0.098' diameter x 1 3/8' long annular -ringed or 6d coder nail R 0.0922 de. x1 1/84 long with 1/4' head OR Ways €ether [�irscUon IL' 8" iL' Gypsum board nail 0.09152 dia. x 17/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4. A108.1, A118.1, A118.3, A134.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance wltfi ASTM E 84. insulation shall comply with F.B.C. R316, Gull Coast Supply and MPG 5v Crimp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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 detail on this sheet Counter top - verify type with contractor 2' x e" PT wood plate KITCHEN ISLAND FRAMING DETAIL 2- 1;^� MASTER s V7e BATH 1 �� iLAVi I ��ii" ��y��• N vi i �� I ,.-i3 LAUNDRY " 1 1 2•I I I 1 �v + N ` �• J IL\ 3" aFMRi 2' 2" .o. Window Schedule Mark Size Rou h D en. Window Description PRESSURE ZONE I. 4'-6 Wx 4'-L %a" 54%"x "Ye" Single Hung ZONE 4 2. V-2 Ye"x 5'-3 %" 15' x 63 %,° Single Hum m ZONE 4 2'-2' x 3'-2%" 213Yx SOY Single Hung ZONE 4 4. 3'-1" x 5'-3%" 38' x 63'i4" Smgle Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rout h O enin Door Description PRESSURE ZONE A 9'-O" X 1'-O' 108' x 84' Overhead Garage Door ZONE 4 B 3'-o' X 6'-e' 41"'/4" X lil3'/," Fiberglass Panel - Ironing ZONE 4 C 6'-O' X 6'-8' 14' x 81 h" boAto Sliding Gloms now ZONE 4 D 2'-0' X 6'-8' Solid Core - Wood - L-Panel -BI-Pad P►rmdwd 24' x 81 %d' e X-C X V-8' Solid Care - Wood - 6-Panel F 5'-0' X 6'-8' Solid Core - Wood - 6-Panel - Mr -Pohl G 2'-8' x V-8" x I i," Solid Core Wood. Steel, or Masorete Door H 2'-8' X V-8' Solid Core - Wood - 6-Paint 2'-6' X V-8' I Solid Care - Wood - 6-Panel - BrPold ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INPO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hurpie anchor at each truss 12 Masonry Beam with (�ag IOd x 11/2' nails r I" x 6" P.T. Buck nailed to f 24' o.cJ supporting Max 4 I PRE-ENGINEERED TRUSSES block with case hardened nails / 18101be. upriift at 24 o.c. TYPICAL prior to door attachment (shop drawings bg manufacturer) Aluminum Drip R-30 blown fiberglass Edge t Fascia in bottom chord or trusses - I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block Pilled with concrete end (1) #5 bar cunt. m each row. Substitute Kaycan fun o vent vinel soffit installed precast lintel filled with concrete and (1) #5 weng 1/8' do shank x 1.5" long gels. bar cunt. for bottom row over openings roofing mole with 3/8" din. head per product approval -arse chart sheet #I 1/2' drywall over I" x furrin strips at IL" o.c. with R4.1 Pi -foil_ Insulation on tgpical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction Mortar to be Type "M" onlyy, proportioned per FBC R601.1 - and Mortar Jonts shall comp ry with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each Pilled cell (1) #5 bar vert. (typical). nx spacing shall not exceed Wood 48" unless otherwise noted Base $ee foundation plan notes for spacing at openings 4" concrete slab with fhbermesh OR Lw)da #10/10 WWM on L will Visqueen over clean compacted termite treated Pill Grade IIII III IIIIIIII-IIII I N N 14 x 14 Concrete footing with (2) #5 bars cant. and #5 transverse bars at 48" c.c. TYPICAL SECTION I Scale : 1/2" = I'-O" KITCHEN r AAV 12' I r I � Vi 2' 2" "/ BATH 81 SANITARY RISER rile Attach buck to block mall with 1/4" dia. Elea cone across with an. 1 1/4' penetration at 12" o c. max and 4' mex from each corner thru Pititsmor race 2' x (." PT Buck 7CrjEaria are wood It me ehru •web into buck Detail at Door p i each hoes and hw are mini and a to ilea altaehment NTS INSTALL VULKEM BLOCK SEALANT i ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into Week with 3/IL' tap -con with i V2' penetration at i' o.a mwx fro a comer and 20.' &a. sox ihsra tar at W and 20" o.e. p� Exterior face et hoed and ill product pip o of mall"15owok x 4' PT Buck nailed to Detail at WIndOWSpnoes attached nods riot to window attachment NTS Ili Z:\ Verifg attachment hole location with GC Install SGD thru buck into prior to fabrication / block with 3/14" tap -con with 3/8' thick 6„ 1 1/2" penetration at 6" o.c. max. steel bracket from each corner and 20." o.c. max thereafter at head per product approval 3" Use 3/16" tapcanwith COUNTER TOP BRACKET DETAIL 1 1/2" penetration at 0 o.c. max. thereafter prooductcapproval atneill pear - I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door " sliding door Masonry Wall Li Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding Door + De 1. C� i I 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 t Braden AiAe Architects - Planners 411 S.E. Coconut Avenue IfB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail. bradenaiaecomcast.net C e U0 m v a„ H.B. ON THIS PERMIT I 8'-10Y," EGRESS �12" x 12" Concrete column block Pilled with concrete and 13'-II" - p (2) #1 bars vert. tied into lintels above O Filled cell under r- girder above PORCH WIRE LATH t STUCCO CEILING 19'-9" MASTER BEDROOM JIIII A.F.F. IV Flat Ceiling be ,J r 3'-4" o n =, a9' S" \O Oi in LU - n a Q i I I JIII 8'-0" to19'-8" A F F Rod 4 Shelf -II T Vaulted Ceding GREAT' ROOM CLOS T I' I I m r-I„ _ J i Rod t Shelf i N 18" O L �n / l DRYER ASHER 1 I Ln LAUNDRY /rkI 8'-O" to 9'-B" A.F.F. r Vaulted Ce ding I \VaretyOto be DINING 34Y,,high 11 1 ROOM T counter tops to 3/8' thick steel w overhang wall 1.5" e� l counter top suppCirts in 1 ch SECOND q BEDROOM 8'-O" A.F.F. Flat Ceiling � r e �r THIRD M BEDROOM r i 8'-O" A.F.F. i+n Flat Ceding �r- 12'-8" in O inn ° R-II Bette lnmimt Provide auto 150 Amp closer Panel ------- I I 3 in 1 I I I I O 1 I 1 GOLF CART1 1 GARAGE 1 I I 1 walltope to 1.5" I I}" +41" high wall Upper cabinets to extend over Ref. \ - - - m a e i DW KITC THEN e'-O" to 9'-e" A.F.F._ of Vaulted Ceding ) O h - I MCRO NON-V NT 3e' CLEAR OPENING L �+_ R-n Betts IneuNeieii `r `.'- I I J Provide auto V W.H. closer 4"8 Steel Ballard © Sae detail on this sheet �! 1 xAmmon 1 A64 Q Q1 v-O" F F s Flat Ceiling a In GARAG 14 ri Block wall in MT FV.111 E. /garage tobe - 2'-8" struck block r+ 13'-0" L'-4' ° EMERGENCY EGRESS r------------- I ---� I � 1 1 I I r ° I I n I I I I I I Ial�o]■Ca - __ _ Lo]■n��i��o1[7■C7 -- - �■00-a- a _ e •eat Wynne Building Corp. THE WINDSC S anish Lakes S . Lucie Countg Florida O i in H.B. O N Square Footage Breakdown Total A/C Space we 1r753 sq. ft. ft. Covered Porch Total = 212 sq. Garage = 459 sq. ft. Total Cubic Ft = 1'4e024 Under Roof Total = 2,484 sq. ft. Date Drawn : Revisions : Sheet A R 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn bg: RIGHT C.C.u. Checked by: I D.R.B. OF 5 Comm # 16-159B impact 0 1 1`U1.. I UrIIt'tL IXli,/ 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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MiX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5- LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR e. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E 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 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FCUNDATiCN FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'—O" for approval before proceedin With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to °I' —II" and Provide (3) filled cells on each side of openings from 10 -O and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" o.c, unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 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 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap ECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each filled call one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE CxL" #10/10 WWM on 10 and Visqueen over FOOTINGS SCHEDULE Mark sane Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #6 BARS CONTINUOUS 12"W X 146D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 90" x 30" x IL"D COLUMN FOOTING WITH (4) 06 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®140Wx With wRfi 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB • 0'-0" L I2"W X 180D MONOLITHIC FOOTING - V STEP DETAIL ON THiS SHEET clean compacted termite treated fill °D _ Grade VIA 1 7-1 PORCH f SLAB EDGE DETAIL 14'w x 14"d concrete monolithic footing with (2) #5 bars cant. SCALE 1/2" = 1'-0" „ 14" F 1 TYPICAL FOOTING DETAIL #5 bar Vert. w/ 30" overlap SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Ad,lust curb height 6"x6" #10/10 WWM On 10 mil Vrsqueen over based on gar. floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. exe #10/10 WwM on 10 mil Visqueen over #5 bar cunt. #5 bar in curb clean compacted termite treated fill Grad - - — m i —. " 1011 (2) #5 bars cant. bottom steel 14"w x 14"d concrete monolithic I i i I—i i footing with (2) #5 bars cont. 12" 14„ fDETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = r'-off 5 GARAGE CURB DETAIL 12' x 12' concrete column " SCALE 1/2" = 1'-0 block filled with concrete and lint bars Vert. .d into hntrla tied : Vertfg house slab 4" concrete slab with fibermesh OR height in field „ „ b xb #10/10 WWM on 10 mil Visqueen over 7 of Tooter clean compacted termite treated fill It. below finished floor #5 bar cant. •C' — •'• 11 " = 30 x30 xl6" concrete 4.. '. .A'•,I a . Q- i —column footing with (4) #5 bars each wag to,. BIJ lint 5 bare cant. bottom t steel 30" 121, (F COLUMN FOOTING DETAIL DETAIL t AT 9" GARAGE STEPDOWN At ALP 1/2" = 1'-n" SCALE 1/2" = 1'—O" 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 piprn 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 �-l-rJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 P51 See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location t"OFr .. t"j Double Filled Cell Column Single Filled Cell COIUmn NTS NTS " Architects - Planners e 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenala®comcast.net 0 i f H.B. A /C 16`3" r——— —— — —— I I I I ©il 24" ° IQ I I rJ n l ° I ` Thicken footing to 24"w x 14"d x 24"L I ° under filled cell ° I under girder bearing. I ° IV/ �Lfk>� 12" x 12' concrete column block filled with concrete and (2) #'i bars vert. tied Into Ilntela above W-1oY2" I 8'-10y2" I? o — —j7©Lit a F I I Filled cell under r- girder above Rear Porch Slab to O be poured separatelg 1 111 I from House Slab. O O � I 1k i _. — J%e Rear Patio/Slab to FI be flush with bottom of — 1 sliding door recess. Slope I" I �yI I I I 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 and Visqueen over I clean compacted termite treated fill I o I DRYER ASHER I I I I I I I / I ©j 4" concrete slab with fibermesh OR ,"� G"xV #10/10 WWM on G mil Visqueen over clean compacted termite treated fill I I I Fin- w O 1 IQ11 I L— F6------�-- ® — a °16-- 1711 1711a W � I O W I N °- I'F5 N I I L-----8-- J -77171 1.5" Recess forw ° — — a araae Uoor T-8" 9'-0. FI � I i a .o i DW i I I MICROWAVE I RED. NON -VENT Se' CLEAR �r�, OPENING (�7) O I 0 ----I -- v --- W.H. I 4"4 Steel Ballard I see detail on this sheet I I I I I� w I iL I ti N I I _ I I 6 I I � I I I I I I I 11 I I ° E 1.5" Recess for E ° arage Uoor 2'-81, 9'-01, _2'-8" U to AL H.B. N I Date Drawn Revisions : Sheet 'Wynne Building Corp. 3-2a-18 5-23-18 Garage floor slope andREAR Comm THE � UJ (�l D S O R PORCH Drawn bg: smoke detector revision �'�' C.C.U. 3. 15-159B S ankh lakes RIGHT Checked bg: Impact 5 . Lucie County Florida D.R.B. OF 5 Provide #5 bars with min. 48 bar ROOF FLAN Scale : 1/2" = 1'-0" O O S H E T I N C diameters overlap into beam. Tie Provide 45 bar set in pre -cast filled cell steel into continuous lintel into boom where length of ATTACHMENT DETAIL beam block steel. the opening calls for it. — Overhangs at 1' —O" unless otherwise noted on this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet I. Minimum Nall Size = 8d ring shank (min. 2.5" long) Provide Cast -Crete =�—�-- = = —'+ — = _ =- - — Truss shop drawings to tie provided by manufacturer 2. Minimum Screw Size = #8 x 2" BUS-OB/OT precast '-- -- -- --- --- 3. Minimum Sheathing Thickness 19/32" CDX Plyywood lintel set in mortar — — An Changes t0 this plan shall be submitted t0 the 4. Use nails or screws bastdon on pressure for r of stated Min. 8' Bearing -- --- --- - ---------- in permit info box on these pans for zone 3— ` , arc Itect for approval In writing prior t0 starting construction. `' r '•' —ALL TRUSS TO TRUSS CONNECTIONS BY 1 tl �I TRUSS MANUFACTURER i — Architect to review Truss Shop Drawings Prior 1' l' r I' Provide PT Back - to construction for layout and uplift verification .i attached par ,,amb , I Poured Filled Cell I ` details into rillad cal — Contractor to provide for Form Board Survey and to provide Pre -cast l Form Board Survey to Truss Company prior to truss construction Keu Area Ede Field Fastener Pre x. 6" 6" 8d ring shank 45 per Zone 2 4 of 4 to8d ring shank 14 per 3 14 of 14 it8d ring shank 84 par �iZone /** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s rews based on pres ure for roof stated in permit info �ox on these plans or zone 3 Provide #5 bars with min. 46 bar I. P iameters overlap in filled call. Tie I I I i illed call steel into continuous i +III I t rooter steel. —- 1 •I i i'lli Q ', `: .: • Concrete Footing (see rooter schedule �..r rr.,.T.. ':�:—e'r.c..e�;.:+. .. ... —'r• far exact alZee) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = I'-O" SINGLE PLY REAR GIRDER TRUaB Neil 2' x 4' bb ckira to vart. bog of m tress with IOd x LS roil& at 4' o - Verify with Plan x a-i a7 Concrete 12"x 12" N Install Sespeon MMOT,�idntor�=1 weemal Lintel mte wee beast and r% IOd nails 'art° ammo c Column Block IN v ......:. ,...., ..:......_...........: .I' W as 7Z tu`O m a N U :2., Reber 48 Bar Dia. Reber TRUSS BLOCKING DETAIL av ° w Min. Overlap AT GIRDER STRAPPiNG cn a N - Column to Lintel A t t a C h m e n t AT CENTER BEARING POINT y 01 BEAM SCHEDULE Mark Size and Descrl tlOn Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #IIL51.12 Two rotas of beam block filled with concrete and I >K5 bar 21ja. 5v crimp metal roofing attached to plywood lack using #9 x 1.50 Bi contlnuOW! In each row. Hook vert. bar over top bar with w screws with self sealing washer at 12" o.c. max pacing over ASTM D #5 90° bend bar with a 10" min, la at t bar. (type 2) 30 lb felt underlagment installed with min. 4 side laps and 4" and p op . laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L" o.c. at all lope and two eta gered rows 12' o.c. in field. Attach deck to trussee using attachment detew on this sheet Additional recast Lintel 85 bars Lintel Bar Clear "A" "B" CLEAR Length Length Span Bars Bars T-10" 2'-8" I'-6" 2 #3 none 3'-6" 1 3'-4" 2'-2" 2,#3 none OPO-OBAT 8F8-a5m GPO-1e/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bars CwmAi „• Arg "r��•J :' ne Row of4'-6"4'-4" 3'-2" 2,#3 none t% ;r. Block Abov5'-4"5'-2" 4'-O"2,#3 none '��: mil':,y.p ;2#4 none ..:. Preuat Li'_:;`0 " Addition 6-6 b-45-42.#4 none �____e #5 bars 7'-4" 7'-0" 4'-2" 2,45 none BFIL-11B/IT OPI4-I15/2T 8'-4" T-10" T-O" 2,#5 none NOTES: I. min. coverage of ateel=1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel Is grade 60. 3. standard For reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) NTS 1 1/8' thick light textured stucco installed per ASTM C 9294 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Tilpo 2 felt paper using 8d nails. Substrate to be 19/37" CDX Plywood nailed at 4" o.c. in field and edges with IOd ring shank nails into studs. LINTEL SCHEDULE Mark Illr uow Unit Widthat" Lint I Cast-Cr�� 'He Black or AbOVe Bottom awe Tap Sled ai>me G L°ed"v L) U� L ) MLatstord Lead (PLF) L22 2'-2' 3'-L' 81118-08/IT I s6 3o61 EL1 1024 1.31 A'' 4'-0" 6138-05/IT 1 $5 2641 ISLS 143 L45 4'-5' 5'-10` efse-OBAT 1 #6 05 101 331 L50 W-O' L'-6' OFe-Od/IT — 1 #6 1234 1 826 121 LLO 4'-8' T-V 81158-01III/IT 1 85 101 121 534 LBO 8'-0' 1'-4' BF8-IB/2T 1 05 2 95 152 Sell 512 Lel0 T-O' 10'-4' OPS-16/2T 1 $5 2 #6 443 Sao 401 L108 el'-O' 10'-4' BFI6-IB/2T ONE 1 #3 2 85 ass 013 401 LI00 1�0/�'-O' II'-4' BP8AN/2T I al& 2 #6 562 4el4 462 LIOOM 101-O' 11'-4' 8115I6-I5/2T ONE 1 #5 2 #6 a" 1028 452 L120 17-0' 13'-4' OPe-I8/2T 1 #5 2 ti 411 42a $24 L1205 12'-0" 13'-4' BPI4-Ib/2T ONE 1 IE 2 #6 i016 no 324 L140 W-0' 15'-4' SPIL-I6/2T ONE 1 tun 2 #5 1250 Well 1 251 LILO IL'-O' 11'-4' OP8-I5/2T 1 06 2 $5 300 112 114 LI408 W-O' IT-4' Ali-IQ/2T ONE 1 85 2 #5 450 500 R4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 1 "arO ss witf[1dh't; Ma$ ( 24' o.c.) supporting Max. 18101bs uplift Aluminum Drip Edge I Fascia 12" 2" x 6" Kaycan fall o vent vinyl soffit installed using1/8' dia shank x 1.5' long galv. roo♦nqq nails with 3/8' 6a. head per preduet approval — ees chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vart. tx into Imtela above thicken edge to B'x8' with concrete and one #5 bar continuous BEYOND 14 below fniished floor Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd I at each web ruli�A le —rib m3penetration eembers 5/8" thick light textured stucco on tgpicel 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 � Slope per foundation pla� XT i IIII IIII � � � � I_'r�,"'._,,'. ..v. :�; •,: i. =.1.' � � � � � � � � III—� � �..�y�...'a. — I IIII i� III T Ical S�Ctlon III Brace Gable end with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) 101 nails at each truss RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer > R-30 blown fiberglass in bottom chord i trusses •1/2' drgwall with smooth finish Two rows of beam block filled with concrete Q and (1) #5 bar cont. in each row. Substitute < precast lintel filled with concrete and (1) #5 or cunt. for bottom row over openings Jell 1/2" dryywall over I" x furringg strips at IL" o.c, with R4.1 pl-fod insulation on typical 8" Block walls All drgwall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. �o Mortar to be Type "M" oilyg proportioned er FBC RL01.1 and Mortar joints shall comply with FBC RLO-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill call with concrete and ll) #5 bar vert. (typical). ax. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR OW #10/10 WWM on L will Visqueen over • / clean compacted termite treated fill at Front P Scale : 1/2" = 1'-0" Simpson HETA 20 Strop truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 dia. into beam threaded rod with min 12" embed either wet set or in epoxg with ( 24" o.c.) supporting 1810 lbs. upllft Max. ETA 20 i (22) IOd ,,,,truss leg nails into truss. Add blocking to per detail on this sheet IL114 d NJ MMIANWAA FIN W VIM FF ®r AJFr'jAJ'W AgwA0 FAR WAWA �ldoonwA 1 0 W11155 10 EIMER FA q EMWN"A crews uut� im�*If iusairra wa4er at 12' WA FAA VAN 1 i �Y- L221 l�lBI _I <:�HETA 2 Simpson HETA 20 Provide for putter Provide dauinepout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Ham_ aC N Q W w m X i_ 07 4J r O q C R aDL LLJ 2 s u n10 d0 E_ Q o OD 2 N s ty W O I r Provide downspout Opt. PATIO/SLAB PANEL "All Pales BR Lead Wire Description arcs arcs Description Wire Load BR Palms 2 40 TO ka ss A/C camp 1 2 AHU s10 3.5 ke 30 2 3 4 2 30 4.6 kw s10 40 gal. eater HTR 5 L lRainge sL 12.0 kw 50 2 T 8 I 120 1 1.8 km 1 012 Pssp 9 10 810 5.0 ke 30 2 II 12 1 20 1.6 kw $12 13 14 Dishwasher s12 1.2 kw 20 1 1 20 1.5 kw s12 Micrarve 16 16 Refrigerator s12 1.2 ke 20 1 1 20 1.5 ka s12 Kitchen S.A.C. 11 I8 Recepts 812 - 20 1 1 20 1.5 ke $12 Kitchen S.A.C. 19 20 Recepts $12 - 20 1 I 120 1 1.2 kw $12 Clothes Washer 21 1 22 Recepts $12 - 20 1 1 20 0.81 ks 812 Garage Door Opener 23 24 Recepts s12 - 20 1 1 20 1.4 km 812 25 21 Recepts s12 20 1 1 20 1.92 ko $12 21 28 Recepts $12 -' 20 1 1 15 s14 General Lighting 29 30 Recepts $12 -- 20 1 I 16 $14 General Lighting 31 32 Recepta $12 -- 20 1 - I s14 General Lighting 33 34 Exterior GFCI s12 -- 20 1 - 1 16 sl4 General Lighting 36 34 Bathroom OR s12 20 1 - 1 20 s12 Smoke Detectors 31 38 General Lighting $14 16 1 - 1 20 s12 Bathroom GPI 39 40 General Lighting s14 16 1 - a are 41 1 42 spare PANEL "A' LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting. (3 uiatta sq Pt.> Small, Appliance, Circwt(q) Refrigerator .......... ........ ....I... ....... .Microwave..................................................... ,Dish , Washer ........................... Clothes„Washgr............................................... Clothee„Dryer........................ I ......... I............. ,Water Heater........ ............. ............................ ,Water, Pump ................................................... Garage, Poor. Oponer .... ................................... 1135 3 5,205 2 1.500 3.000 1 12.000 12000 1 1200 1,200 1 1.500 1.500 1 1.200 1°200 1 1.200 1.200 1 5,000 5 000 1 4,500 4500 1 1800 1800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10.000 Remainder 21,415 040% 1 O 10,966 Electric Heat or A/C 10,000 065% 1 10,0 00 10.000 Calculated Load Watts 30.944 Voltage 240 Calculated Wattage Divided by Voltage - Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Seigle Few Butch ® 1 Recessed Can Light 4 Double Pala Botch 9 Milebal Recessed Pm Push Button Bench „0' SAWAt Pan -e Duplex Outlet -0- Cehng Mounted Light special Receptacle 0- wan Mounted Light ftWaterproof, ground fault Interrupter Light with Puy Chain (attic) Floor Duplex Outlet a Computer Connection Jack ® Carbon Mon000de Detector 4& Flood Light T Thermostat P-lectnical Panel m Central Vac 8 Electrical Meter ® Smoke Detector Caving fan ® Tolimmori Jack O Telephone Jack A � c A/C Disconnect ® I x 4 Florescent L t ® 2 x 4 Florescent Light ® Spoakar Hook -Up ❑= Intercom ®= JUNCTION BOX TO SUPPORT A FAN O THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire oily, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 4. ALL exterior outlets to be WP/GFI protected 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are regwired in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refrsrant lines that are run thru slabs must be gg sleeved in PVC 11. ALL A/C Equipment shall comply with energg calculation 12. All work shall be performed bg a licensed electrical contractor, the completed a stem shall be fully operative. 13. Contractor shall pag for all -fees. permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancy, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessarg for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telechone comnanu. II .= food Son 2' PVC ( 2- ELECTRiCA 12IOxIOxL MASTER' BEDROOM 124 CPM lOAOxL B/A S%A 0 R-1 141 CPM iOx10x1 PORCH 141 CPM IOxlOx1 9 FM I I REATI ROOM LOSET I sx4x4 o 50 CFM - - ORYER ASHER I LAUNDRY 1 �ex4x4 141 CFM 10>dOx1 o 120 I I DINING, Iaw4x1 4 R 7 I ROOM T 12xl2xe ►L� I S/A 0 1 nw I °la�xi SECOND I I I BEDROOM I iorao" IS• KiTCH�N 1 207d0 MICROWAVE I NON -VENT I 3 TON SEE MANUAL I R7A1 T se•eaR - •J" and Energy Unit C, for info 12x12x8 R-11- B/A 14"1 W.H. THIRD 1 4 "� Steel Ballard I See detail an this shut BEDROOM 1 _ �w I I 100 CFM I �' I _ - - - ri 22' x 54' I Install oulet under disc - IOxix$ 1 1 2 1 1 1 Awit Agar not shown for ® 1 Q .a(I light L J clarity - - -- A C B7r7 I CPM A/C alma. I GARAGE so ArEP PANEL 150 Amp Panel r----------------- 14 I GOLF CART, r----------------- i I I AHU GARAGE I garii6 sconf»'tebG aeber ar elsme s stab I I I I I I I I I 1 I 1 I I I I L RISER ' ' - - - - - 1 1 - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque [age I.A.W. manufacturers recommendations Which shall be verified prior to construction 19. The electrical system shall be completely and effect[velg grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewags and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Drger Vents to be installed per FBC RMI502 lIECHANICAL L AYOUT 0- THERMOSTAT LOCATION SCALE: 1 / � " = I ' - O 11 Braden t Braden AiAa PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax. (112) 281-8283 E-mail: bradena[a®comcast.net MASTER BEDROOM AiC �%-� PORCH ` WP GFCI -- I W I• -I I I I I I I I GREATROOM I ®I /I / I � / I / I DINING ROOM I � I �\ FCI GFC 0 C% I 1 C.M. Detector on[ yg per FBC R314.3 �T( I IE4 I Sr CLEAR / �NING _ J / FCI GFCI --4-- / FCI 4"10 Steel Ballard Sae detail on this sheet FEW; T -A tla xA Sc ess m alul.FaM L---�--J LOCATION PANEL iL- _ / 0 FCI f/ \ GARAGE Q / / A GFCI \ 150 Amp I ,/\ \ Panel Grcl \ `GFCI r--------� _ ` / r - - - - - - -is --------i Garage / Garage Door I �m / I Door I Opener 1 a / I Opener GOLF CART', GARAGE I GFCI I I GFCI to garage lights I I I I f i I 1 fcm ELECTRICAL PLAN `~-----, Post Light with O SCALE: 1/4" = 1'-0" Photo cell Center Post Light �S B I�11i ® C 0 III II CLOSE DRYER ASHER LAUNDRY I\ SECOND BEDROOM, i , I / I / 1 THIRD BEDROOi,L-- I Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 2309.1 Venting Ratio 1/150 = 18.00 aq. ft. required Provide A Continuous Vented Soffit Wynne Budding Corp. THE WINDSOR S anish Lakes S . Lucie County Florida between driveways Date Drawn : Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH c.c.u. RIGHT Checked bg: D.R.B. Wire For Front Post Light Sheet E- Comm # 15-15°IB impact f i A=LIFEISAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. F5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A I I IF MULTIPLE PLY. All A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or, less A 30' to 60' Span 0 degrees Sprea er Bar or less 0_ 1 /2 L�oxa9 �---_. Approx 2/3 to _► Tag Line span appr. a^e 1/2 of Span REFER TO 'BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crane used. Truss is an example. our truss .lacy not match. This is an example, truss may not match. Insist crane operator sets thass this way. Insist crane operator sets truss this way. All load bearing wall, headers, beams & lintels must be in place at indicated height before trusses A I I are installed. A AIR F -1 A N D 1— 11= FZ NOT IEe UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHERIA/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 i Nalls must be as shown. Guide tab: Dome angle nails. TRUSSES FOR THE FIRST MODEL SHOULD BE SNIPPED AND SUCCESSFULLY SET BEFORE AN) MORE TRUSSES ARE BUILT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A A Do not `tand On trusses until they are braced per BCSI & properly nailed to straps & hangers L l I SEAT PLATES BY CHAMBERS R iorwreo rs mwsraia"so oR urwt = T I it F8�a -oc LRRu , — - lLxrv[RJ.V L00 Ja L MY NER DETAIL iS NOT SHOWN FOR CIAROY 12 4.01] J 2.00 112 upset=1/4" heel=315/16" PLUMBIC TEND I 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=11/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED PY TRUSSES SUPPLIED BY BUILDER AT A HEIGH"T OF F-O" ABOVE FINI'HED FLOOR __I=I®I®I I=I=I=II I■I�I�I I=I=I=I®I®�® Ii/AI /O//.i%,i/:i//ili//�11i//.1�10=011 i��•� r I� �1�////I�///�1�//ili//,I////�1%� I� Ir ,I i� I� III �II �I II II Moil ©11 00 NAP 401 1014 IOWA 20 ®f% � ME WPM ' WEBS AT CENTER ••• 50#-PoINT LOADS PER TRUSS FOR A/H1U PAI = T� wa, _ /r11 �r1li//%I2W/oi /�/ I10011 /,1��i/.i /11/1%%IV///ZI� ZZINVMS;i/10I�/�/li//i/i ®ICI IMIMIMIMI■I IImI®ImI , I I l 1A A" 1 r,'-A I PORCH RIGHT d ®I®I®ICI I�t I�I� V :� ---------------------------:ass I t I INVERTED "V" WEBS AT CENTER Wig' B.C. PANNEL. LOAD will (2) 41 K ICI®I®I� BHA y C L FABRCANNoTICATION AGREEMENT Pie Will a �IrIARiE'D BI"TII' nCs e►oRE�MEtIT I8lSIGNED a ProiKKCytrFlsra IM bu*m WE be ranee Ik IN 1 ,:. rloeeee wa be made In efth wldthbaaidsallalolMybxetamb, WIM aua base pteeerlwlt tea,,, WIOUL LAN dnleneka„ n ate blytxit Mile been bueeea. A u nlisk wrtaeo maoe Is provkled by a � 1110110 tl4° • dRI1°rd°r°Iinch wr&ftwNIsA MAe®e It no MI M ' � bbegin orb dap In Which aThe o.o""r"Is to 1�°b ""ten Is =dlIMrntaiwrcn deprory. ghenlbers Towed cnml,'b« ro d°t°r'nn0 the elaed�r a Bale° • poitbn axle Job sae for beeTher"eb'I�1°'b I ror a°�e+uesbe at' �rMxe ,uuh FOI &0. Pibe oil t0chambxe Two Rx aowlnpeoWl• p"o',e b = dOY ortruaea. • .byp+t.A$50 per t�iae�"•(uI�r��tl'�''�,° �ctl; amytlunpu ale made kj . . 7: Thb M a PURCHASE ORDER'Oon' � b' Chembew Tine, ' . a=iseln°M a r°u°naM° Dlks. Mlvdw w10 be made"q of ate aun aprosd IN or it - "bn till" y. Irlvotcs 4W be made at ;;: and W Cannot bums of Ile, or Tara salad hisses. i In The andmal ed a Y d<7Tr . aleipe wa a atidruss tu�°N made,-0rz %px 1110110111,1111e & H corwldauloll' of G7 s T�llis 'tN°t o01rotl4d0' °a� °0a to d tarns twoh . t°lealmtlolwry auaentees P°yaleT wharf 00for We matald the uldsnilo, l MCOMIL no � If as N °per °n1ft to pity such 1Q in the °vast tx soy ngago„ WhOsmire oll, be made. by owWassits _ b• Sakdeeals t ale p°`'°Qf BO��wualetar a ism R,•,t re°FPan1dAW ale Pilaf 4 lorry Stardad AM ReLLIIUIIerded . ANSViPVWfCA 4- Uiho Metal Plata Come�tod WoadYnmes® on . oAttFp ' '• TTLE bem" w'1�CSI199"tppteverttti+uy3d�rt� I=Iple ply trusses must imp nod together per englnsering tiefore they are set; fallltre to do so can re6ultln roof collapse. Temporary and pemunent bractno are required and can saw We and property and b the ' rssponslblllty of the tuns erector. Study the corrterda of the Infornwtlon packet Included on delivery before setting b,rssAs . TgmmmuotbosamWbracadpertlastprbpaiiiart"& Tosses Crust be plumb and square 1>o noEiet boob or snick of plywood. rooting materlal or any .. btlte� cdritsMrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT • USE LAYOUT DELIVERED V M TRUSSES TO SET TRUSSES CHAMBERS TRU88 INC 3105 Oleander Avenue Fort'Plerce; Florida 3as24423 800-551-5932 Fort Plarce 772465-2012 Fax 77ZJ864711 _ Vero Beach 7n.589-2012 Stuart '7r&286.=2 _ ur_r_ ew. r"W uloPp 5� he double ch ^°k ,aPPro al is NOsentative's Jor chntractor shall rOf the cantractoa .. othor Fi conStr j a aie�aPonslhle structure Ftrusa st aPPin role °ofshapC $ re °jn 9raVlk S' antl load) their r P o•Ivo �o uplift soaps an APProv,O g ca to s 92-0/93.2 MITEIC 4.2 D u , %� 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. To Chord Live 20 °>,va w p R � Top Chord Dead 7 4.2 m c Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 E w I TOTAL Load 37 7.2 w a, Duration Factor 1.25 m n1I � I Wind Speed 165mph m 0 Top Chord. C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. a t� Highest Mean Height 15'-0" Building Type ENCLOSED v) Building Category ll:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L. KeSrf"dlnlna tread Load G.B.=Continuous Brad 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. - Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 v, FOR I '6' 4" 14.-4" 1 14�i" WYNNE BUILDING CORP. _ iCLOUI SED SPECIAL AREAS ARE OF � CONCERN (Sr- MUST BE 1 PORCH LEFT DESCRIPTION: 71' CARLTON �/ 3BED REAR PORCH CHECKED t INDICATE CAREFULLY & MAY DEVIATION FROM PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE PLANS.,� 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 7-5 qe2 /