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HomeMy WebLinkAboutPLANSgulf Coast Supply and MFG 5v Crimp Metal roofing FL #II1,SI.12 11i gga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with sell sealing rasher at 12" o.c. max spacing over (type 2) 30 lb felt underlayment Installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with I. "ring spaced 6 o.c. at all laps and two staggered rows 12 o.e. II deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction a RIGHT ELEVATION SCALEt 1/4' as 1'-0' 101 ' O r 12 SLOPE 14 COVERED PORCH 5/8" thick x 8"w cut Finish Columns with / coral finished stucco bands 5/8" thick cut coral finished stucco bands Guli Coast Supply and MPG 5v Crimp Metal roofing PL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side 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 two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPS I Floor — — — — — — — — — — — — — — — — — — LEFT ELEVATION rr i; a 9t 111. 1 1 r 5/8" thick light textured stucco on typical concrete block construction SCALE, 1/4' - 1'-0' DRESS ` ----------------- Product Approval Submittal Affidavit ` 01I8obeditleswimDoss*, Owrhesd Doors. SIDoors, Windows de Opening ljpe NOyn Nlll®>CR Product Yodel ! Manta= ref Glass Attachment method tion � 8n Presure of wpprosad Taste 1.2.3 t4 FLU 239.3 Single Hung SH-100 Impact p PGT 5/I4" 1/4'�10 s �p,"n i; /Cori° 'O.�IOsi'owe to edee ,peaked m Product e inn dmLancrs pproval + 80.0 PSF A IL-0330.02 Overhead Garage Door 9-4 am a824/811 IL'-O• mMien ax D 4E "t " `4•i to b' e "�" „ ;, 10-9-21 + 50.0/-60.0 psf B FL# 16614.1 Fiberglass D.sten Pro/ Smooth Pro Jeld-Wen Elm 1/4' die with sin 1.26" .s�edm.nt at 3' pax rrom corner, and' ae. max L ea er in head and jambs + 50.0 PSF C FLU 251.5 Sliding Glans Door Series ie110 POT I" nom Type "GSA" I/0Ce iitap�opmasy mm. I / enetrati + ye nni 2 I%�'' pe gd 0 dis°towes e. tad in rr ellt°adher veil ± L0.0 P8F Product NOVn Now / lfanutacumw Attachment Method Ds� � o�tesign o s 'UM muuiom PL# 261.1 1' x 2 3/4' x .315' PGT Install per fastener type and spacinggss shown in Table IA and 115 in product approval on cheat 6 or Z2. + 58.0 PSF Roof PL# II651.12 5V Crimp Metal Mooring Gulf and Coast Suply manufacturinga 2L By crnt m�a1 r g attached to plyaaod deck wine s1 x 1.5" L as�rsa, aitii�,rlt eesher et 12 0- max epaurig overASTJ'I D �) 30 lb t underlayment installed with min. Y d I and t and sip, fastened with corrosion resistant tin Cass end �}h �' rung shank nab spaded L ae. at all'r and two st. rg 12' o.e. in held. Attach deck to truss" were attache nt deter on roar — 108.5 PSF Siding Stucco on Block 30ftlt FLU 12198.3 Model T; 12" vented YIny18 Pit Kaycan Install using 2" x 2' battens at V o.c. screwed to aoffit framing using #a x 3' wood straws at each truss. Install ao�fit to hatters using +55.0/-35.0 PSF H Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #II1.51.12 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 Ib 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 sdaced 6 o.c. at all laps and two staggered rows 12 oc. in field. Attach eck to trusses using attachment deta9 on this sheet B 5/8" thick x 8% cut " coral finished stucco bands �ccZZ ,04 a �1 o 0 0. V V �le 2WO ivvm n r 0 1- 0 stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - r-O' GuIP Coast Supply and Mi°G 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crnnp metal roofing attached to plymood deck using #9 wood screws with self sealing washer et 12" o.c. max spacing over AS D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin raps and Ith 1.25" ring L" laps shank nails spaced o.c. at all and two stgerad rows I" o.c. in field. Attach deck to trusses using attachment der 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 l9/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 SLOPE ICI ICI ICI ICI �I�I Ili I[�I ICI FRONT ELEVATION SCALE: 1/4' - 1'-0' i IT A O U W ILL ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate 1/2' drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at It," o.c. base -board ------ \ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L")L' #10/10 wwM on 6 mil Visqueen over clean compacted termite treated Pill Interior Non -Bearing Partition Florida Dividing Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Duldinit Design is: Enclosed Risk Category- II Wind Velocity: 165 mph ultimate Mean Rod Height�: II'-O�' Roof Pitch: 4.12 In0mal Pressure Coefficient: te_le SubJectability to damage from: Weathering: Negligible Termites: Veru Heavu Width or Roof End Zone: '- ' Wind Speed.JAL-imph ultimate tads tdl meennt,factorroor 4Uon: C 1.21 x 0.4 - 0.126 ,Iw xposure Height: ASD dealp�i Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; e1 .LIDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 paf Rod Zone: 2. +20.6/-51.0 pet Rod Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'_4, 4 3 Components t Cladding Wind Pressure (NET) W��I Zone.Z5. +35:6%-4'8f.8 pd Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 per Shear Walt Considered for Structure? Yes Continuous Load Path Provided? Are Components an Cladding DiCa-lis Provided? Yes Minowi Sal Deanne Pressure:2S00 Dei. Presumptive: X Su Test: bai ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pot FLOOR LIVE LOAD: ji- Dal FLOOR DEAD LOAD: paf JOB ADDRESS: 0 - Rod Zone I Walls Zone 4 - Rod Zane 2 Walt Zone 5 END ZONE - Corner Zones Rod Zons 3 - - - II_Ili III1.1, FLOOR FLAN Reeeme top plate rig x 3/e'd 4' for stool support angle \ CRASH POST DETAIL fee detail on this .hest TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter steel crash post. Floor Steel countertop support ample proceeding with work. d Counter top - vardy type with contractor Flange with 4 - 3/8 Install L from each and an -i Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into aria in center d counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) '°° angle detal a minimum 1,400 P.S.I. fiber stress. Z' x 8" wood studs �„ at IL• ace. 4. No dissimilar metals to touch. f�----�1 1/2' drywan S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to b shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L. Drywall at ceilings shall be leveled and attached to bottom chord .3, of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 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 T-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302A& 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w•H• = Water Heater S. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31L - see permit info box of code edition 8. Gyyppsum board material shall conform to ASTM C36, C19, C415, C514, C430, C931 C`fb0, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5)I ppr qaU TheYcneme Location Orientation Araorg Spaana Maximum Max. spacing d feataners Nall using options for motayatlon of drywall into mood framing members 2 x on. thickness Nails screws Calling Perpendicular 24' 7' 12' 13ga 13/8" long with 19/64" head %Z 0.098' dial enter x 1 1/4' long annular -ringed or 5d tooter nail OR 0.080' dia. x 18/8' to with 15/44' headR Walls D1�iCUon Ito so la' GYpwm board net 0.08L' dia. x 1 5/B` with 9/32' head. Ceiling Perpendicular 24" 1• 12' 13ga 15/8" long with 19/64' head 0.098' diameter x 1 3/8' Iong annular -ringed or Ld coder nail OR 0.092" dia. xx 1 1/8" long with 1/4' head Walls Either Direction IL' ®' IL' OR Gypsum board nail 0.0915' dia. x 1 1/8' with 19/L4" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CI118 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 accompangIng smoke developed index not to exceed 450 when tested in accordance wttti ASTM E 84. Insulation shall comply with F.B.C. R316. Gull Coast Supply and MPG 5v Crimp Metal roofin FL #11651.12 2L 9a. 5v crimp metal rooting attached to plywood deck using #9 x 1.5" III screws with self sealing washer at 12' c.c. max "Ing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails a Aced L o.c. at all laps and two sta gered rows 12' o.c. in field. Attach dck to trusses using attachment dotal on this sheet 2' x 8' PT mood plate oiaw KITCHEN ISLAND FRAMING DETAIL I�� IZ .� MASTER I LAY-4(Z �B` `H I I .e .} � IIi LAr vi I 3. I s• LAUNDRY I 1 I I 1 I 2.1 1 I I vi !' 2" 2" 3" slams 1 3 moi 2" s' t. - r Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-Syo"x 4'-1,!/a' 6431s"x 541s Single Hung ZONE 4 2. L'-2 lee"x 5'-3 !/v IS' x 43 %4" $°11111110 HUM ZONE 4 2'-2' x 3'-2,2" 2lk2"x 30%" Single Hung ZONE 4 4. 3'-1' x 6'-3%," 38' x 63'i4" 1 Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a space prior to construction L Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O' X 11-0' 108' x 84' Overhead Grage Door ZONE 4 tS 3'-0' X 6'-8' 41l x 83314" Plbar Panel - I ZONE 4 C V-ON X V-8' 144 x 81 'h" 6i01� Sllding Glass Door ZONE 4 D 2'-(Y X L'-8' Solid Core - Wood - L-Panel -Si-Fold Firamhad 24' x R 2'-L' X V-8' Solid Care - Wood - L-Penal IN 5'-0' X V-8' Solid Core - Wood - L-Panel - bi-rold G '-8" x V-e' x 1 V Solid Core Wood, Steel, or Menem* Door H 2'-8' X L'-8' Solid Core - Wood - L-Penal J 2'-6' X L'-8' Solid Core - Wood - L-Panel - bi-P@W ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 Simpson HETA 20 or equal hur rc e c a m egch truce 12 Masonry Beam wit�i (al�) 18�' x I lA mall& PRE-ENGINEERED TRUSSES IN x L' P.T. Buck nailed to ( 24' oc3 supp tmo Max 41 at 24'o.c. TYPICAL block with case hardened ni / lelolbs. uplift prior to door attachment (shop drawinga by manufacturer) Aluminum Drip R-30 blown fiberglass Edge E Fascia in bottom chord of trusses V-1/20 drywall with smooth finish 2' x L" Sub -Fascia Two rows or beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute Kalicam full o vent via i .edit Installed precast lintel filled with concrete and (U #5 wwV 1/8' dia shank x TA' long gaily. bar cunt. for bottom row over openings roofing nwls with 3/e' dia. head per product approval -see chart sheet #1 1/2" all wall over IN x furring strips alk IL" o.c, with R4.1 i-Pal Insulation on tgplcal 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC RZ02.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. block construction Mortar to be Type "M" on1j proportioned per PBC R401.I and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas fox. showers. tubs etc...) #5 bar vert. a/ 30' overlap FIII call with concrete and at each filled cell (D #5 bar vert. (typical). axe spacing shall not exceed Wood 46' unless otherwise noted Bass see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR L )d #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade IIII (IIII IIII IIII. III I� IIII � � IIII IIII i=1111,1111111III1 III,;,I � " I= - 14 x 14 Concrete looting with (2) #5 bars cunt. and #5 TYPICALSECTION transverse bars at 48' o.c. Scale : 1/2" = 1'-0" I. BATH 82 at& - SANITARY RiSER KITCHEN r AAv 12, I n I Yi ` 2' Attach buck to black mall with 1/4' the. Eke cone across with an. 1 1/4' penetration at 12' &a. max and 4' max from each corner thru nor two 2' x L' PT Buck or ad a ss Wood aeraw thry lab aito back at nah Mnae ad 16' oa. ma and D9?Er pna w da«' steaclrsnt NTS INSTALL VULKEM BLOCK SEALANT T ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block with 3/iL' tap -eon with 1 V2,. �pnetratm at L' o.c. mink. fr : com�sorm and 20 ` to. sax at hi rat jambs wixl §O o.e. nl�it Exterior face ad a^d ■ Mr W'adwn eppra d mail 5uek to be r x 4' PT I'x4' P.T. Busk nailed to lock with came hardened nail& Detail at Windows prior to window attachment NTS 12" Verify attachment hole location with GC install SGD thru buck into prior to fabrication block with 3/I6" tap -con with 3/8' thick L 1 1/2" penetration at L' o.c. max steel bracket /thereafter at head per product approval P P PP 3" Use 3/I6" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2" penetration at L" 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 came hardened nods Head prior to door attachment fixed door sliding door Z I 15'-3" 1 -1 8'-IOY?." I 8'-IOYz" I F i -1 A� s EGRESS �12' x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied into 13'-II" O O lintels above Filled cell under i girder above PORCH WIRE LATH t STUCCO CEILING Oi 19'-9" ir MASTER BEDROOM o - -m Foul uUc 8'-0" A.F.F_ aoN Flat Ceiling 1 0 1 Vanity to be O I 4 l', " high ° Rod t Shelf tol9'-8" A.F.F. o i � Vaulted Ceiling -, in 4, L,_4•: 1,-3'- 19,-5"I bo GREAT' ROOM �LOS TrR I H.B. H _ _ _ _ - J ° Rod ! Shelf N ° I I �. 3 l" 1 � - �j2" DRYER ASHER Of ° O in 1 IL �" 5" ° LAUNDRY 1 W O kn i- r+ 8'-0" to 9'-8" A.F.F. °Al Willi :r I Vaulted Ceiling _ H I DINING Vanit to be I8" O 42" 34 Y, #high I I 1 ROOM /� T counter tops to 3/8" thick steel 9'-5" '\_) ,q" 5'-3" 1) r overhang wall 1.5" _ .I counter top supp is ;„ I M SECOND o BEDROOM C jiia'-O" A.F.F. Flat Ceiling r I alit O THIRD BEDROOM J1Iii- I 8'-0" A.F.F. cn Flat Ceiling 12'-8" in in ° R-II �aed IiwiYumi Provide auto 150 Amp closer Panel -� if 1 GOLF CART' wry 1 GARAGE in T-8" ® T-0" r, Masonry Wall n ^Bottom' Trek 11_Typical Flooring Sill install SGD thru buck into S l l d i n g Door block with 3AL' tap -con with Detail 1 1/2" penetration at L" 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 AIA° PA U1runne Building Corp. Architects - Planners Coconut Avenue THE THE 1 I I j j�I D C O R TelS.E. Tel (112) 281-8258 I �`�J I I `� �7 I`� Fax : (112) 2 ®1-8283 S ankh Lakes E-mail. Stuart_ 1=L bradenaia comcast. net %4Q9L itdOCAAl3[3�7 S�. Lucie Count Florida 2 top. to 1 wall 1.5" ---n---TI K 0/10 "I" high wall i Dw i o o KITCHEN I e'-O" tol9'-e" A.F.F., m ,% VaultCeding M O Upper cabinets to id , o - extend over Ref. I CRO NOW- AVIII NT I WL men vProvlde R7AG autoW.closer G el Ballard14 ail on the shut%} I A"ts. �--k " FCeilingAC�all im O MT ° ° /' garagge to be struck block cl C U � � rib 'K. tll� O O in H.B. a - I m EMERGENCY ° EGRESS I I 3 I 1 I 1 I I ° I I , I Cr I I � L-JILOJI° i t o o° 11 I 2'-8" I 9'-O" ( I 2'-8" 0 i 'Elm iYJI Square Footage Breakdown Total A/C Sppace = I.153 sq. ft. Covered Pordh Total in 212 sq. ft. Garage = 459 sq. It. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Date Drawn Revisions : Sheet Comm # REAR 3-28-18 5-23-18 Garage floor slope and smoke detector revision PORCH Drawn by: 2. 15 -15 9 RIGHT c.c.U. Checked by: Impact D.R.B. OF 5 r y I IN, U V I U I\ 1`1\ L. I X %./ I ]_ %J 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. l• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR S. 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, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 1600 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. 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 1*5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" i to 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 24" o.c, unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-I6 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar veil. w/ Thicken edge to 8"x8" 30" overlap EE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell F TIONS one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill FOOTING SCHEDULE Mark am Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x e"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS With With x 14"D Curb et Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" L 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR VXV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade son a; —III- 14"m x 14"d concrete monolithic footing with (2) #5 bars cost. 14" F 1 TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 61#x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. i C .r 10" (2) #5 bars cost. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied y into lintels above Verify house slab height in field Top of footer IV below finished floor ETAIL PORCH SLAB ED #5 bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ SCALE 1/2" = I'- 4" concrete slab with fibermeah OR VY4' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill '-n" a f= r dlh 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 4" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. _ overhead door track secured to wood jamb per manufacturer's product approval II,. Garage Door Jamb Detail 14"w x 14"d concrete monolithic GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS i I—i i footing with (2) #5 bars cons. IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT I4" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One ARAGE CU J SCALE 1/2" = it. 4" concrete slab with fibermesh OR b"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. SCALE 1/2" = I'- 4+5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location rE a 14 Ida r, w:r• Double Filled Cell Column Single Filled Cell Column NTS NTS 0 r H.B. A IC 15'-3" r-----Xs---- I I FI I 24° ° I� I , rJ I ` Thicken footing to 24"w x 14"d x 24"L I under filled cell under girder bearing. I ° I L- I I I I I 01 'krV:jlJ"'I Iv/ .7!-H>� 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Io'-off CIA �L r Filled cell under r girder above Rear Porch Slab to be poured separately 111 r -I I a W from House Slab. O_ O , i Will I 0Q:) LL XL lfoavv ° ° ° ° o o W2WO A —.J— Opts 5 Rear Patio/Slab to Y J V 7 be flush with bottom of I W J sliding door recess. Q Slope 1" I fL O - I' v I I- I � li i I' ° I I \ 4" concrete slab with fibermesh OR , 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill o I DRYER AbHER I I I i i- ° I , ° I I 1 I I° _i I DW i FI \\ 4" concrete slab with fibermesh OR I 6"xf," #10/10 WWM on L mil Visqueen over clean compacted termite treated fill III sOe PRBc°NInineGAia MICROWAVE rvN g. OO 1I ° I W.H. I 4"40 Steel Ballard T. Sae detail on this sheet , } I I I IL a I I FI I I � p5 I L- ©-----r---- -Li 71711 Ill. O I I o I4 step pi I to I® I ' 13'-O O 1 ° ° O 13'-0" O I I I I 41-411I ® I ° L—----©-- ° ° L — — — — — — — o ° ° " — 1.5" Recess for ° ° CO — — a ° ° ° 1.5" Recess for O ° ° Garage Door ;aGarage Door 2 a - - 9 O" -4" 2'-8" _ _ 9'-O" 2'-8" _ Braden it Braden AIAa PA UJynne Building Corp. Architects - Planners THE WINDS 0 R Telel S.E. Coconut Avenue (112) 281-8258 Fax : (112) 2 ®1-8283 5 anish Lakes E-marl: bradenara comcast.net St, Lucie Count Florida 10 �"ftnnrt PL %4AgL ttaernnnnst� Date Drawn : Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bill: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. H.B. 0 1 v Sheet Comm # 3 15-159B impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on ream re for roof stated in permit info box on t�ese plans for zone 3 Ke Area Ede Field Fastener Max e Zone rr 6 rr 8d ring shank 9 4S a f Zone 2 8d ring shank 16 par Zone 3 8d tin shank 84 par ** Zone 3a L" 1 4" 1#8 wood screw 1112.5 par ** Use nails or s news based on pres ure for r of stated in permit info �iox on these plans or zone Concrete / Lintel Column Venfg with Flan Rebar to Lintel E+ Provide #5 bars with min, 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block stool h Provide #5 bar eat in pro -cast ROOF FLAN Scale : 1/2" = I'-O" lintel into beam where length of the opening calls for it. — O h t l i— o u I t h d h h Provide Cast-CrrLr SUS-OB/OT preeast ---- - - - lintel set in mortar _ Min. e' Bearing -- --a- ---- -I--- -- "x 12" fin Block Rebar 48 Bar Dia. `tin. Overlap Attachment NTS s PT Buck ad per jamb into filled o 4" Pre -cast Sill ver angs a un ass a erwise note on t Is s eat Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY 1 TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior Poured Filled Cell to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide I Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar l: iameters overlap in filled cell. Tie 1 1 1 i Bled call steel into continuous 1 ' tooter steel. .I { Q Ll ;;' `:'•:. '.`.:, ..:,; ;'' . :..•:;;';', Concrete Footing (see tooter acheduls DETAIL AT WINDOW OPENING iN Scale. 1/2" = I'-o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Had 2x 4" blocking to vent leg of truss with IOd It Lis' roils at 4' o a. X InstaS Sampson MMGGT�into ry s =0 taw an I � into west b�aw and (22) IOd into truss qCNI 2.u.�� Ha as a _ w d N •.: TRUSS BLOCKING DETAIL Zq °° av ~ W t r AT GIRDER STRAPPING � )o `�9 AT CENTER BEARING POINT 1/8" thick Ilgght textured stucco installed per el ASTM C 926 over ASTM D tgpe 2 pa er backed ` . wire loth Walled to substrate through one lager of rl SCHEDULE ASTM D Type 2 Pelt paper using Bid nails. Substrate to be 19/32" CDX Plywood nailed at As o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Description Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 Two rows of beam block filled with concrete and 1 #5 bar 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' BI continuous In each raw. nook vert, bar over top bar with wood' screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 900 bend bar with a 10' min. la at t bar. (tope 2) 30 lb felt underlaoment installed with min. 4 side laps and to" and p laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails aced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach ?aced to trusses using attachment detail on this sheet Additional recast Lintel u n 85 bars Lintel Bar Clear n A"B CLEA, Length Length Span Bars Bars :r. 2'-10" 2'-8" I'-4" 2,#3 none 3'-V 3'-4" 2'-2" 2,43 none ON-OBAT aP8-15/IT SM-I15/27 Additional 4'-O" V-10" T-8" 2,43 none #5 barAm�t CLaAn 4'-C 4'-4" 3'-2" 2,#3 none ne Rear o Bkzk Abov5'-4" 5'-2" 4'-0" 2,#3 none '.;''•w;,' 5'-10"5'-8"4-L2u4 none Precast LAddition4-44'-4" 5'-4"2A4 none #5 bars 1'-0" 4'-2" 2,45 none BPIL-w3/IT 8IRK-IB/2T 8'-4" 7'-10" T-0" 2,#5 none NOTES: I. min. coverage of steel=l.5" 2. min. bearing required ®ea. end=B" ALL reinforcing steel is grade 40, 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION l PRECAST CONCRETE) LINTEL SCHEDULE Mark Unit Jmttel Im gesth ie-Crete ation Ross of O •Hp'�� 150tumat" Sttial am Max. (LPLP) M&L (1101.111) Max. (PLP) L22 2'-2' W-V 01128-OBAT I #5 301,1 mal 1024 L31 ;-�= 3' 4'-0' 8P8-08/IT 1 #5 266I 13LS 1L3 L49 4'-V 6'-10' ill111-01SAT I #5 Ilos 104 334 L60 6'-0' L'-L• SIRS-01SAT 1 #6 1234 836 121 LLO V-S• T-V SPS-08/IT 1 #6 Ion 121 534 LSO s'-O• 1'-4• !N'8-IB/2T I r� 2 #5 T62 511 soL10 T-O' 10'-L' OPS-1e/2T 1 0 2 #6 443 no 401 L100 T-OR 10'-L• AIL-I6/2T ONE 1 e5 2 #5 was on 401 LI00 10'-0" II'-4" SPS-I8/2T 1 0 2 85 582 414 462 LIOOS 10/r'�-/0�" II'-4' SP14-15/2T ONE 1 #5 2 #6 is&L 1028 492 L120 17-08 13'-4' SPS-I0/2T 1 #5 2 85 411 420 $24 L1200 17-00 151-4" 01111IL-I6/2T ONE 1 0 2 #5 1015 no 324 L140 M'-Off 151-4' OPI6-I6/2T ONE 1 S6 2 1 #6 I ONO Lot 251 LILO W-O' IT-C SPS-I8/2T I #5 2 1 85 300 M2 1 144 LILO5 IL'-O' I'1'-4' VU-0/2T ONE I Its 2 #6 1 160 600 144 - 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. mI%Z nails nHETA 20 or equal sshcxIctruss (1on�qOad ( 24" o.c.) suppporting Max. 18101bs t It Aluminum Drip Edge I Fascia 12" 2" x 4" Kagcan fall o vent vinyl act fit installed umn 1/8 ilia shank x 1.5' long gals. raof�ng nails with 3/8' dla. hoed par product approval — we chart "at 81 12• x 12' concrete column block filled with concrete and (2) 81 bars vert. tie into lintels above thicken edge to 8'x8' with concrete and one #6 bar continuous BEYOND 12pbelow fniished floor 12 4 Akmanum Drip Edge t Fascia Flash and Counter v Plash Nail ledger to gable and trues with (2) IOd ds at each web hi —rib loth vertical wood i to prosnde .ration into 3/4" penetration member 5/8" thick light textured stucco on topical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom or sliding door recess. -III � Tubical ISSSG iWl ction Brace Gable and with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) lot nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown Prberglass in bottom chord or trusses •1/2" drowall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (U #5 bar cunt. for bottom row over openings 1/2" dr wall over I" x Purring strips a 14' o.c. with R4.1 PI -roll insulation on topical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tube "M" onlu brobortioned bar Provide Our-0-Rock at all wet areas Fill cell with concrete and (1) #5 bar vert. (typical). -Max- spacing shall not exceed 48" unless otherwise noted aws foundation plan notes for spacing at openings 4" concrete slab with tibermesh OR L"A' #10/10 WWM on 4 mil Visqueen over clean compacted termite treated Pill = 1— FI at Front Forc Scale : 1/2" = 1'-0" R401.1 tubs etc...) Simpson HETA 20 Strays truss to wall using Simpson MGT wit hurricane anchor at each truss 6/e dia. threaded rod with min 12 embed rr ( 24 O.C.) suppporting 1810 lbs. upllft Max- HETA 2 into beam (22) 10d truss leg either wet nails into per detail set or in epoxg with truss. Add blocking to on this sheet we VAN FAA W'VARMA i MINAN EAP wo- awmi NEA IPANWAINA119 FrA II 0 , WV52", NOMA Ii =A AN FAA d WA11 fl 'IAMB II 11�■ Sill was 11 11 ra: ;" I, I I M META 20 Pr Simpson HETA 2Providefor putter Provide downspout hurricane anchor at each truss t 24" o.c.) supporting Max. 1810 lbs. uplift ETA 20 N Q w w � X 013 N R ag wig a =s u ., :2 � u nL as OD u n O I T— Provide downspout Opt. PATIO/SLAB PANEL "All Pales BR Load Wire Description tires tiros Description Wee Load BR Poles 2 40 1.0 ke sa A/C coup 1 2 AHU s10 3.5 ke 30 2 3 4 2 30 4.6 kw slo 40 gat eater HTR 6 L Ran aL 12.0 kw 50 2 a I 120 1 1.8 he s12 Pump 9 1 10 1 p r 010 15.0 ke 30 2 11 12 1 20 IS Its a12 13 H Disheeeher all L2 ke 20 1 1 20 1.6 ko a12 Microwve 16 16 Refrigerator s12 1.2 ke 20 1 1 20 1.5 ke s12 Kitchen S.A.C. n IB Recepts s12 - 20 1 1 20 L5 ke s12 Kitchen S.A.C. M 20 Recepts 012 20 1 1 20 1.2 ke 012 Clothes washer 21 22 Recepts 412 20 1 1 20 0.81 ke 812 Garage Dear opevr 23 24 Racepts art 20 1 I 120 11.4 kw 812 25 2L Recepts s12 20 1 1 20 L'12 ke 212 29 2g Recapts Srl 20 1 1 IS 214 General Lighting 29 3o Recepts sit 20 1 - 1 16 s14 General Lighting 31 32 Recepts $12 20 1 - 1 I5 s14 General Lighting 33 34 Exterior GFCI art 20 1 - 1 16 - s14 General Lighting 35 34 Bathroom GFI s12 20 1 1 20 a12 smoke Detectors 31 38 General Lighting aH 15 1 1 20 s12 Bathroom GPI 39 40 General Lighting s14 -' 15 1 - s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting (3 watts,,sg. Pt.) Smell, AppLance, .(rgcult(s) .. , , , , , , , , , , , , Range,,,,.,,,,, ..... Refrigerator , , , , , Microamve............................................ Dish ,Washer ...... ................... .. ...... . .... . . . . . . Clothes Washer ............................................... Clothes Dryer ................................................ .Water. Heater Wetar_.Pump.................................................. Game. poor.Opener........................................ 1196 3 6.206 2 1,500 3.000 1 12000 12,000 1 1200 1200 1 1500 1,500 1 1,200 1200 1 1200 1200 1 5,000 6 000 1 4500 1,500 1 1800 WOO 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21,415 940% 1 O 10,944 Electric Heat or A/C 10,000 91,5% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage - Total Amps 129.03 Panel Size Re fired = 150 Amps Electrical Symbol Legend S Sind* lade Switch ® Recessed Can Loft Sil DeAle Pole Switch Ey.b.n R*cess*d Pe Push button Switch -00 Exhaust Fan -� outlet + Coking Mounted Light Special Receptacle 0- Well Mounted Light Waterproof, ground vault interrupter Light with Pun Chem (attic) Floor Duplex Outlet Compatff Connection Jack ® Carban Monowde Detector 4& Flood Light Therslostat Electrical Panel m ® Central Vac iEl Electned Mew © Basalt* Detector Cuing ran ® Television is* Telephone Jack A/C Disconnect I x 4 Flerescerrt Light ® 2 x 4 Florescent Lqht ® ® Speaker Hook -Up 0 Int*rcos = JUNCTION BOX TO SUPPORT A FAN O - THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: /Q lunA iraim real Ogg canaut PANEL disc. 124 CFM IOX1Oxi MASTER' BEDROOM 124 CPM . , , e1� 2B/A B/A 41 CFM -LOSET 8x4x4 60 CFM It CFM ex4X4 DRYER IIWASHE 111 CFM 12xix1 SECOND BEDROOM THIRD BEDROOM too CIZM IOxixL I. Use copper wire only, no aluminum. 150 Amp 2. Provide and wire all required smoke detectors. Panel 3. Contractor to verify location of electrical T --jservice and provider. 4. ALL paddle fans shall be on a rheostat. AHu 1 GOLF C A F 5. ALL bath and kitchen receptacles to be GFI protected. 2' PVC ( FPL GARAGE L. ALL exterior outlets to be WP/GFI protected0-,,,.1V,0.V1 -1. Recessed cans to be installed per NFPA requirements. I 8. AFCI receptacles are required in all rooms except I Kitchen, Bathrooms, and Garage. Bar at .re 9. A/C Return Air Balance Must comply w/ FBC RMIL02 r 'er`^" H°L w is aanca°pR�°r in ais 10. A/C RefriFeVrttnt lines that are run thru slabs must besleeved in I 11. ALL A/C Equipment shall comply with energy calculation ELECTRICAL RISER 12. All work shall be performed bg a licensed electrical -Contractor shell use AL-CU Landing lugs NTS contractor, the completed s stem shall be full operative. - Contractor shall torque lugs I.A.W. 13. Contractor &hall pay for all -fees, permits, testing. and manufacturers recommendations which inspections including blower testing where required. shall be verified prior to construction 14, All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be completely and effectivelg 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routing& to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work &hall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RMI502 and telephone comeanu. I2A22WO e-1 `-J H1 CFM r IOx10X1 12' PORCH 141 CFM IONiOx1 pft� I REATI ROOM I I I I I I 141 CFM 10rdOX1 I l DINING l ROOM I - I I I DWI I I l l IA03d l KITCHEN l NON -VENT n3;@-;"C;fLZi�A1t I ° \ r Steel Ballard 1 ea, detail on this diest 22' x rr4' Attar IAphLs I -----J GARAGE r----------------- i I I I 1 I 1 I I I I I I I I MECHANICAL LAYOUT (D - THERMOSTAT LOCATION SCALE: 1/4" = 1' - O " 3 TON SEE MANUAL Calc��ionnogY for unit info Braden i Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel 1112) 281-8258 Fax (112) 281-8283 E-marl: bradenaiascomcast.net Install oulet under disc. - not shown for clarltg U Q MASTER BEDROOM PSI DRYER ASHER LAUNDRY IL hm �T SECOND BEDROOM, r r / r PORCH wP GPCI s II 04 Il \ ..Li -- I (V P, I I I I l GREAT ROOM l ®I /I / I / I ' I DINING ROOM I � l \\ I / FCI I I GFCI ° I C.M. Detector 1 1 I arid-y per FBC FC R3143 4T� IEr 1 C� I 1�1IEM ��pp��ggA� I II I / / REP. sr CLG ENINING g�ice J if I I i ' - 11 hM- 4- GFCI 3111=1111111111= GFCI B / FCI w.H. THIRD �� \•m Steal Ballard die detail on this shut BE D R O O �'L - - - Vl 4 I.___ar_ t OPTIONAL PANEL LOCATION ' 01 GARAGE FCI h GFCI \ \\\ 150 Amp Panel GFCI r-------- - ,(e \ \ GPCI ------ Garage I Door 1 \ / / Garage 1 Door 1 I Opener 1 / 1 Opener I GOLF CART; GARAGE r I I GFCI to ga�rege lights i I I 1 / I I EL.ECTRiCAL. FLAN ''------ Past Light with O SCALE: 1/-4 = 1'_0„ Photo cell Center Post Light Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wunne Building Corp. THE WINDS( $ anish Lakes S . Lucie County Florida between cinveasags a Wire For Front Post Light Date Drawn Revisions : REAR 3-2a-18 5-23-16 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. Sheet Comm # E-1 15-159B impact A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING 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 IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spa l r less Al 30' to 60' Span \�60 degrees Sprea er Bar J \\ or less 12 _ Tog '_ins Pon ooprox. REFER TO BCSI Truss must be set th,9 way 5 crone used. Tmss Is an example, your truss may not match. ,sist crane operator sets Truss this by. hey �__ _Approx 2/3 to _—a, Line 112 of Span REFER TO BCSI ,as must be set this way if crone used. This Is on example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A& A 1 F2 " eNi I" Ill IL E R= IV OT Il 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. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide oi schedule in engineering Dome anglenaills. package. Carried Truss SEAT PLATES BY CHAMBERS IMIIIIIIIIIII upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _ ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH" A I I Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR II G ®I I®I�I�I�I�I�II�I■■�r�/■///�''■�q�Iry��������Ir/■y���//■/ �®//�� �® �®� �I Mill _■ 1,104 GRA IA1 +VX11 II II II a II II II 1 II II II II/lk-1 1 -- I / 2-PW121 /12 A5 1 A5 _ r, I 7 I 1 I f 1 I iI I INVERTED W 98.C. PA NEB LOAD Wit (2) �1 I I i►AIial//1���17///�IS/l�i'�/l/,i%/i%/////i//�%/�174��Ir i%��/Di/�I///Il iI//tr 01®I®ICI■I■I■I■©I■�I■I■I■I■ICI■I■I®I®I PORCH RIGHT C L�19'-9" I 1�H11�\\�`iNX= 1 ``�I 1.N\`�\i�\\I%`� ��\�I �,■I ���I■I�q�\�■I►��`■``I■I�I®I��®I®_ \�\\I 1�\\\\II ;WXN Ii \\\`I`��I�\"i It 1 II\ it MIN •rwriarir�✓� rr`aa*ra►�•M`��*star•�� I SRI' OWN 'll all 10 bill INN IN 1 � ��Ila�ll\l1�►�1a��la��l� 1 ���;Ia��t;r\���1����� �111 �1; ®I®I■I■�■I�I■I■I■I�10■I�I�I�I�I�I®I I I I I i' CLOU�SED AREAS ARE OF / SPECIAL CONCERN & MUST BE t CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM PLANS. �� Fdnoa ABRICATION AGREEMENT SSES CANNOT BE STARTED UNTIL THIS AGREEMENT la STONED a RETURNED egal descnPtion Of he property whre he trusses will be Installed Is: derelpnetl acknowledes ad sprees:Naaea will ul made In strlet accordance wkh hie truss placement diagram layout,la the sole auhotity for determining.aucceasful fabrication of the 4vssea.11 dlmeil nabna h Woo this layout havebeen vendcar.ed by the underelgneored.f de(very the undersiilgned agrreesrovidedythat nno backlclFlargae wllbl be Iluowed. Tin thIn e eventam g nkten notice Is fumiehed Chambers TNas shall have three (3) bbuu�ass da n repairs required, or to out»tltute other trusses, at Chambers optl�n. Ya in wnkh The elivery altto Job *`Itreltl la gtha buyesoolrs mapConielb Try to make the Job atte eultabl forMen . Chambers Truae has hs cote euhorlty to determine the sultablltty of th Job site oY eof the Job ske for delHary. Chambers Tnlsa wlll be responsible for dump delivery only. The buyer is re ruilble fir addttlonal delivers expenses k Chambers Trues has to redeliver because job efts la not prepared for delivery or buyer Ia not prepared for delivery of Wsaes. Buyer Is responsible to Chambers 7ru*a for towing costa due to atta conditions. S. Price aeut 4 shown Iq paragraph 7 below la aub)ect to change k any changes are. made In this to .7,1 ThisIsIs abPURCHASEeto r ORD Rsto Chambers, TrrMe'uuse o} hea be agreed to, or k nru; agreement a reasonable price. Involoe will be made on delivery and paid wkhln terms of net On delNary. Invoice may. be made et scheduled date of delvery If buyer cannot accept delivery of fabricated trusses. The underelgned agrees to pay C rlini.TNsa reasonable attorneys fee for added for In event of payment not timely made. 1.1/2 ^k per month selvJce charge will be added for ell some not geld wit In terms. . 6. Signature or Initials anywham on this sheet constitutes agreement to ell terma herein. P. In consideration of Chambers Truss extending aedk for hta materiel the undersigned uncorM Ronelly guarentaea payment when due of any end all Indebtedness owed to Chambers True* by any shifty receiving material and the underelgnad agrees to pay such InicIplent, Indebtedness Includingattorneysfees, tl default In payment for material be made by the '1. 'fil In the event of any Iltlgetlon concerning hla agreement, the Roma furnished hereunder br Saint l to refmred to herein, the. partied ag ee that he sole venue for any such action will be Saint kuole County, Odds. 11. Design reaponslb111 are per "National Standard And Recommended Guidelines On ResponalNllties For Construction Using Metal Plate Connected Wood Trusses Alsl fri"'TCA 4-20D2- 0ATED .v SIGNED FOR TTLE�—� AspreaderWnWbera"perrBCS11.03"toPfeventpljay&dwnage, . 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. Trusses mustbeastand braced perdeslgn to pnruerd IrW & damage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any otter Sdhcentrated loads on trusses, this can cause collapse, DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CLAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982.6423 800-551-5932 ' Fort Plane 772.465-2012 Fax 772-465-8711 j- V.0m Beach 772358.2012 Stuart '772-2863302 ur_r. eta... nueaaQCr(3C1 s1101) drawin rchitect's iopresegtative's P drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking fieltl measurements and other construction criteria. Architect's approval cove., general roof shape, w of truss 51ra structure from Ping, and�Uoadin9 on gravity and uplift loads their re dive loc .and do s. 92.0/93.2 MITEK 4.2 APPrcved 3 /z DESIGN CRITERIA le. �� Braden 8 Dradon A.I.A. P.A. County SAINT LUCIE Building Department ST LUCIE COUNTY in 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. oI Top Chord Live 20 Top Chord Dead 7 4.2 w -2- Bottom Chord Live 10 Non -Concurrent w � 0 Bottom Chord Dead 10 3 o , _ , TOTAL Load 37 7.2 w y Duration Factor 1.25 rf� Wind Speed 165mph M 0, ea Top Chord C.B. Sheeting by builder. 0 Bottom Chord C.B. Sheeting by builder. y L� Highest Mean Height 1511 3 1-� 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 Building Designer and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11392 wScale: 1/4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 I I I v, FOR V 6' 4" y` 14' 4" I WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 G `-/" 7 , /ale alell d l