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HomeMy WebLinkAboutBuilding Plans5/8" thick light textured stucco on typical concrete block construction R I G Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood neck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (tgpe 2) 30 Ib felt underlagment installed with min. 4 side laps aps fastened with corrosion resistant tin caps and with I. " ring spaced L o.c. at all taps and two staggered rows 12' o.c. Pie deck to trusses using attachment detail on this sheet 0 12 SLOPE 14 COVERED PORCH -- n. b z sa00- Pon NOR 14eWA1sWAQI 5/8" thick x 8°W cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4' - II Gulf Coast Supplg and MPG 5v Crimp Metal roofing FL #II4,51.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM O (tgpe 2) 30 lb felt 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 detsi on this sheet 12 4 SLOPE 8'-I" 6EA BN 2° GRE88 'I GRESS ` H. PE . 0'-0" = Finished Floor .. -----�.._.m..,.------ ,-----.._®® _.a� ®.-------------- —. —.-- _------------- 5/8" thick light textured stucco on typical concrete block construction LEFT E LE VATIC1\l �Lc�u a,/4' - 1'-0' I[o I Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8% cut / coral finished stucco bands 2" x 4" top plate I/2" drgwall ceiling of truss bottom cord base -board I/2" drywall on x 4" studs at IL" o.c. 2" x 4" P.T. bottom plate stucco on tgprcal concrete5/8" thick x 8"W cut block construction coral finished stucco bands REAR.a.,TION -.. ...... .,.� ._...._ ..��._......�.m,- _ SCALE. 1/1' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FI_ #11451.12 24 ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" wood screws with self sealing washer at 12' c.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails spaced V o.c. at all laps and two etagg@red rows 12" o.c. in field. Attach deck to trusses using attachment detagon this sheet Z/8" Thick cut coral stucco over paper backed wire at nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at V o.c. . /in field and edges with IOd ring shank galvanized nails into truss webbing. IWI I Ita IICI ICI !N m� FRONT LE\/ATION \ 4' concrete slab with fibermesh OR L"xL' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition __. nts Braden i Breen AIA. PA ' .. Wynne Building y.or. Architects — Planners 411 S.E. Coconut Avenue L_J III Tel : (112) 287-8258 H W Fax : (112) 281-8283 S arnsish h Lakes M-marl: bradenaiaecomcast.net SoCount Florida FL '44cicIL 1tdd[_nnnn�7 . SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: ith Edition and ASCE1-10for Wind Loading BuddinDesign is: Enclosed Risk Categorg: 11 Wind Velocitg. Ii5 mph ultimateMean Roof Height:IIII'-O" Roof Pitch: 4:12Internal ow Presaure Coefficient: to -is Subjectabilitg to damage from: Weathering: Negligible Termite& Vary Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5mph ultimate Wind Exposure Classification: C 1.21 x O.i = 0.12L Adjustment factor for Exposure Height: ASO demon Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.6DL+O.1,WL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.4/-51.0 pal Roof Zone: 3. +20.6/-84.0 psf C pe,7oaants I Cladding Wall End Zone Width: 3'_4' Compr- ;gets I Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38.1 pal ®- Roof Zone I Wall Zone. 5. +35.8/-41.8 pat Wails Zap- 4 Components / Cladding Wind Pressure (NET) on Garage Dos•:+32.0/-40.3p&f Shear Walls Considered for Structure? Yes Ott - Zone 2 Continuous Load Path Provided? YYeeaa Wa[isoZonne 5 Are Components an Cladding Data Provided? Yea END ZONE Minimum Sal Bearing Preswre: si. Presumptive: X B Teat: psi - Corner Zones S E RODUC APPROVAL- FOR -IMA T P O E TION FOR O E IN S Roof Zone 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: �— sf FLOOR DEAD LOAD: 10 aP JOB ADDRESS- M.rodz1 Date Drawn n . Revisions 3-28-18 5-23-I8 Gar R Drawn bg: smoke detector �evisioi TORCH CC.U. REVIEWED FOR GHT Checked .bg: CODE COMPLIANCE 0 R.B. ST. I„UCIE COUNTY %00 V P Sheet 1 Comm # Impact OF 5 FLOOR PLAN Recess top plate I'm x 3/8'd 4" for steel support angle C R ASH POST DETAIL see dated on this shoat \ TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. c I. Contractor to verify ALL notes and dimensions prior to ste high bg 4" diameter steel crash post. Floor Steel countertop support angle Counter top - verify type with contractor proceeding with work. Flange with 4 - 3/8" Install L' from each and and Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into saes in ter or counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) 2" x 8" wood etude a minimum 1,400 P.S.I. fiber stress. 6 1/2" drymall at IL" o.c. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. a �" a �" 2• x e" PT seed pieta ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. Drywall at ceilings shall be leveled and attached to bottom chord =ale" a�,° KITCHEN ISLAND FRAMING, DETAIL of trusses with screws per FBC R102.3.5. 4" 1. ALL wood in contact with concrete shall be pressure treated. a 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. d o 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department t2�1yz" surveyor to set in field.13. Separation between residence and garage shall be per FBC R302.4 14. Door between garage and residence shall be I-3/4"t 20 min. rated door w.H. = Water Heater 5. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 4. 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. R314 - see permit info box of code edition 8. Gypsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 C940, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5� pprywall Framing Max spacing Thicknew Location Orientation Member Spacing Maximum of fasteners Nail aizin done for g � wood lframi g drywall into wood framing members 2" x min. thickness Nails Screws yz I Ceiling Perpendicular 24" 1" 12, 13ga 1 3/8" long with 111/64" head 0.098" diaoRter x 1 114' long annular -ringed or 5d coder nail R 0.080' dmax 1 5/8" long with 15/64" hand OR Walla Either Direction IL' 8" IL' Gµppeum board nail 0.086" dia. x 1 5/8" with 9/32" head. Carling Perpendicular 24" 1' 12' 13ga 1 5/8' long with 19/44' head OR 0.098' diameter x 1 3/8' long annular -ringed or 6d coder nail 0.092' dia. x i 1/8" long with 1/4" head OR Walla Either Direction IL" e" IL' G psum board nail 0.0915' dia. x 118" with 111/64' head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4, 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 C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21, Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L gga. 5v crimp metal roofing attached to plywood deck using 49 x LS' 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet �2. .�� BATH V VTR 1 R luwA % I i I KITCHEN I uv-t r AAv 1 y '13" 1 2, LAUNDRY f I I I I 12" I 1 2.1 1 1 I I vi 2' emv-1 L so S 2" 2" 2, 3" sts I 3 wc� 2" ass l air. 2" 3• BATH i2 - 3" SANITARY RISER fits Window Schedule Mark Size Rou h O en. Window Descri tion PRESSURE ZONE I. 4'-5Ya"x 4'-1,!/a" 54Ya"x 54➢a" Sleigh Hung ZONE 4 2. V-2 Ye"x 5'-3 Vs" 15' x 113 Y4" Smp1e Hang ZONE 4 9. 2'-2' x V-215" 21YVx 385's" Smile Hung ZONE 4 4. 3'-1* x 5'-3 %a" 38' x 63'/4" SrrWle Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction N. on sheet I r Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O' X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 B 3'-0' X L'-8' 412'/4" x 83V FabrP Perin - IrMM ZONE 4 C V-O' X L•-8' 14' x 81 %s" s' he'- Sliding Glees Door ZONE 4 D 2'-0' X V-8' Solid Care - Wood - L-Pond -BI-Fold Famslwal 24' x 81 %a' E 2'-L' X V-8' Solid Care - Wood - L-Pend F 5'-00 X 61-8' Solid Care - Wood - L-Pend - Bi-Fold G 2'-8' x V-8' x 1 V Solid Core Wood, Steil, or Memorste Door H 2'-8' X L'-So Schd Core - Wood - L-Farad J 2'-6' X c-8' Solid Core - Wood - L-Pearl - Bi-Fold ALL Exterior doors to withstand pressures stated box on sheet 41 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 Attach buck to block mall with 1/4" dia. Eleo cone acres* with on. 1 1/4' penetration at 12' o c, max and 4' max from each corner thru Extemor two 2' x L" PT Buck .01 ad aria* w8 Wood *craw* thru Jab moo buck Detail at each hinge and I6' etc. max and at Door priorto date attachment NTS T INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER. AND SILL BLOCK PRIOR TO BUCK O INSTALLATION i Install endow* thru back into black with 3110 tap -con with 1 1/2' penetration at 6' o.c. maxi from arch corner and 20;, qc. wax thereafbr at �bs and §0 o.c. max. Exterior face a! heed and ill per product approval or call Sack to be r It 4' PT Varies I'x4' P.T. Back nailed to Detail lock with caw hardened nails at Windows prior to mindow attachment NTS PL. r-,w 1 35'-O" 8'-10 e'-10r,• EGRESS N12" x 12" Concrete column / block filled with concrete and (2) #1 bars Vert. tied Into 31- 13'-II" Q lintels above Filled cell under r 4 girder above P O R C H WIRE LATH 1 STUCCO CEILING MASTER BEDROOM o - I I I IEI I I IL-11° ° ° d� Flat Ceiling I � ° I � m ° .r Vanity to be O I • O 4 r2 high ° 8'-O" to 9'-8" A.F.F._ Rod t Shelf T Vaulted Ceiling L„ o _ L,_4,� T-3„ 1 �, `inn 19'-5" I ° GREAT'ROOM �LOS T I I HB H __-J 'mom ° Rod t ShaH i N ° in ° ° Wo IL w "'\ 31 0 _ _ 0 3'-4" - 32" DRYER ASHER 1 ri" I J �•/orLAUNDRY I . 5'-3" Lin 1 a a I- nIII lk 41hal-011 to 9'-8" A.F.F. O i I Vaulted Ceiling DINiNG ° Vanity to be 34 )12,, high I I ROOM 18" „ 42 I ;r ( counter tops to 3/8• thick steel overhang wall 1.5" I o counter top q0„ supports to eq.14 eq. couni or tops to " r-t i over ana wall 1.5" ° IT A/C iv v 2'-4" - - - It 4-41" high wall „ ° i DW SECOND I I s o BEDROOM KITC THEN - 8'-O" A.P.F. to 9'-e" A.P.P., i Flat Ceiling I Vault�d Ceiling 'I1 O O Upper - cabinets to o I extend over ReP. I MICROI AV RED. NON-V INT I 12'-8" 4' �}• r se• CLEAR OPENING L O ° H.B. - m - \N �r O - R-0 seta InaGeaen 4- Provrde m W.H. O THIRD aatc closer 4"40 Steel Ballard ° © See detail on this shoat BEDROOM 7# ��W ---� 0 ® I I x�: O 1 AtLs a IQ` � so �t_� = 8'-O" A.F.F. in _ - - ° Plat Ceding a 8'- " A.F.F. Flat Ceiling 31, Simpson HETA 20 or equal\ / Z °GARAGEhum came anchor et eI�ach trues 12 Masonry Beam1_!Ij'" in 4" 4' nth (10) IOd x i I/i" nails r PRE-ENGINEERED TRUSSES I" x 6" P.T. Buck nailed to Verif attachment O ( 24' o.c.) supporting Max 4 I at 24"o.c. TYPICAL block with case hardened nails g ° 18101be. upld't priar to door attachme hole location with GC Block wall rn O (shop drawings by manufacturer) M Install SGD thru buck Into prior to fabrication ° MT " " /seraga to be block with 3/I6" tap -con with 3/8" 'thick L„ ° 2'-8" struck block n )_''1:,x;:'_ I I/2" penetration at L" o.c. max steel bracket R-II Rota hr6nwn Provide auto 13'-0" from each corner and 20." o.c. max closer 4'-4' , Aluminum Drip -�� R-30 blown Fiberglass thereafter at head per product approval 16Panelp Edge E Fascia in bottom chord of trusses ,/ EMERGENCY ° mama... .'.; ., ,::...: /' :..,mama, .. _ . , ' ______ EGRESS ' I/2' drywall with smooth finish ° r----------- r------------- ---1 2" x L" Sub-Faecra Two rows of beam block filled with concrete 0 0 Use 3/16" tap -con with COUNTER TOP 13RACKET DETAIL 3 in I I B i i 3 and (1) #5 bar cost. in each row. Substitute 1 1/2" penetration at 6" o.c. max. I I I I if Kagean full o vent vn I aoffit installed precast lintel Pilled with concrete and (U #5 from each corner and 20" o.c. max p I I ° I I main 1/8' dia shank x IS' long gels. bar cost. for bottom row over openings thereafter at mil per product approval - I I `v- O I 1 roo�n nails with 3/8" dia. head per ° ° product approval -see chart sheet a1 1/2" drgwall over I' x furmn _ I GOLF C A R T I i I I strips at IL" o.c. with R4.I PI -foil I' x V P.T. Buck nailed to �� I I °D 1 i Insulation on typical 8" Block walls block with case hardened nails Cr I GARAGE I I I Cr 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment I 1 I I stucco on typical concrete T and shall meet all pertaining ASTM codes. I I I I block construction as Mortar to be Type "M" onlg proportioned per FBC RLOI.I - - - - ° O and Mortar Jonts shall comply with FBC R401.2.1. :,; :; ° ° ° ° ° 77 E Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) fixed door #5 bar Vert. w/ sliding door ® ® REVIEWED FOR 30" overlap Fill cell with concrete and T-8" 9'-O" 2'-e" L'-4" 2'-8" 9'-O" T-8" at each filled cell lU #5 bar Vert. (typical). Masonr Wall CODE COMPLIANCE ax spacing shall not exceed y-"`-"-t-fir;-• 35 O $T. LUCIE COUNTY Wood 48' unless otherwise noted see foundation plan notes for Base spacing at openings Square Footage Breakdown 4" concrete slab with hbermesh OR Bottom Tree Typical Flooring . r..• l�OCC L"xt" #10/10 WWM on 1. mil Visqueen over 8111 Install SGD thru buck into Total A/C Space = I,153 sq. fie clean compacted termite treated Pill block with 3/I6tap-con with Covered Porch Total = 212 eq. ft. 1/2" penetration at 6" o.c. max. = -459 sq. • Grade " f� etch canner and 20." c. max Total Cubic F 4 Under Roof Total I ling OOr �tal Garage t t rem ter at jambe per product approval Jamb ota U IC t = 14,Q n er o0= 2,48'4 sq. It. 1 At Masonry Wall NTS 1 Date Drawn : Revisions : Sheet Comm Braden Braden «g P� Wynne Budding Corp• 3-28-18 5-23-18 Garage floor slope and --i l l III III AreNtects - Planners - �1 -I - 14" x 14" Concrete footin REAR smoke detector revision transverse5barrs ato48"ao. #5 BTel : (1 2) 281-821 S.E. Coconut 58enue THE W (N D S O R PORCH Drawn by: _ TYPICAL SECTION Fax : (112) 281-8283 Lakes RiGHT Checked b : � limpactc� E-marl: bradenaiaecomcast.net 5 ankhy Scale I/2" = I'-O" Stuart. FL 34994 #AAC000032 5 Lucie County Florida D.R.B. OF 5 .7 1 f\UL. I Url;�,f-kL I ./ I C.7: 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/ 6Xie 10/10 WELDED WIRE MESH REINFORCING ON 4 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. i• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF 1400 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF No.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior t0 construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTINGS SCHEDULE Mark Say De Lion I 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS HOW With x 14'D Curb at Gard MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ' 0'-0' 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 30" overlap at each filled cell s ECTIONS AL with concrete and one #5 bar continuous 4" concrete slab 6"x6" #10/10 WWM clean compacted with frbermesh OR on 10 mil Vrsqueen over termite treated fill 4" concrete slab with fobermesh OR GRADE \ VxV #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill _II I 1�=I I� III I=M14"w x 14"d concrete monolithic footing with (2) #5 bars cant. 14" F TYPICAL FOOTING DETAIL roc 4" concrete slab with frbermesh OR 410x4" #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cost. OILr <r 10" (2) #5 bars Cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN ACGLP 1/2" = 1'-e)" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verifg house slab height in field Top oP Tooter 16" below finished floor #5 bar vert. w/ 30" overlap at each filled cell Ad�uat curb height based on gar. floor slope. #5 bar in curb \ 4" concrete slab with frbermesh OR VxV #10/10 WWM on 10 and Vrsqueen over clean compacted/termite treated fill IIII II I I I�`14"w x 14"d concrete monolithic I I I— i i i i i' footrng with (2) #5 bars cant. 14" CURB DETAIL �111111c 4" concrete slab with frbermesh OR 6 xb #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill #5 bar cont. Y � lo" (2) #S bars cost. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I'-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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/e"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #6 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location v ' .O Double Filled Cell Column Single Filled Cell Column NTS NTS r— — — — — — ) (2`''x 12' concrete column block filled 0-concrete and (2) #1 bars vert. tied into [Intel& above 8'-IOY2" 18'-IOys" I l o'-o -- `a — ° ° ° o I I I I I I I 1 ° ° ° ° O ° ° I FII o I I Filled cell under 24" r girder above I J" Rear Porch Slab to I r be poured separatelg ltl if from House Slab. O rl °e N o I t I ° Thicken footing to 24"w x 14"d x 24"L I I under filled cell °XL under girder bearing. I ° ° ILUJILA I I I m I I ° I I I° ° 0 d') I F1 FI 1 0 1d) I Rear Patio/slab to ° be flush with bottom of sliding door recess. 1 Slope I" H.B. A/C I' r I� r I a` I ' i I� r 1 I I I \ 4" concrete slab with frbermesh OR 6"x6" #10/10 WWM on 4 mil Vrsqueen over clean compacted termite treated fill o I DRYER �+SHER I I II i I` I I ° � It ° I I ;- I ° I I I °I I° -{ �i pw FI 4" concrete slab with frbermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I MICROWAVE REP. NON -VENT I ° $ir OPE INGR Q O O — — — I Steel Ballard ° I I ee detail on this sheet > I I �Q_�i I I I© W 1 I Fi I I � F5 I L— 0----- r — —— O O O w O I ° r— — — — — — — ° N ° I LU I o 14 Step °1 I to 'to I 1 F517 ' 1 I I I I 1.5" Recess for 1.5" Recess for v. IMEEME, Garage uoor �,Garage Door 2'-8 T-0" I 2'-8" b'-4° 2`_8„ 91-01, 2'-8„ I I I I Braden 4, Braden AIAe PA AreNtects - Plenners Wynne Budding Corp. S.E. Coconut Avenue Telel (112) 281-8258 T H S O Spamisb Lakes Fax : (112) 281-8283 E-marl: bradenaiaecomcast.net S . Lucie County Florida J Date Drawn Revislons : REAR 3-28-18 5-�23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. n■ H.B. n 0 I REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Sheet Comm # 31 15-169E3 impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum (Vail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size me #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws basilird on pressure for roof stated in permit info box on these pans for zone 3 Area Ede Field Fastener Pr Max. Zone 1 411 411 8d ring shank 45 PSI` NKe Zone 2 of 6" 8d ringshank �6 sf Zone 3 8d ring shank 84 sf ** Zone 3a 9" 4" #8 wood screw 112.5 psf ** Use nails or sqrews based on pres ure for roof stated in permit Info box on these plans or zone 3 Concrete / Lintel Column Verify with Plan `I#7 Rebar to Lintel Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steal. X�, Provide Cast -Crete SUB-OB/OT precast -- lintel set in mortar Min. 8' Bearing - "x 12" nn Block Reber 48 Bar Dia. Min. Overlap AttdChm&nt BEAM SCHEDULE Mark Size and Descri tion Two rows of beam block filled with concrete and 1 #5 bar 81 continuous in each row. Hook vert. bar over top bar with #5 90e bend bar with a 10' min. lap at top bar. Provide #5 bar set in pre -cast R O O F FL A N Scale : 1/2" = I'-O" lintel into beam where length of the opening cob for it. — O h t l i— O /i 1 t h t d t h h t ovide PT Buck :ached per jamb ails into Pilled ci 4" Pre -cast SIt 1 vex iI a Un ass o erwlse n0 a On Is s ee Roof pitch at 4:12 unless otherwise noted on this sheet Truss shop drawings to be provided by manufacturer Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior t0 truss construction Provide #5 bars with min. 48 bar diameters overlap in Pilled cell. Tie Filled cell steel into continuous rooter steel. CBS WALL scale: 1/2" = 1'-0" sINGLE PLY REAR GIRDER TRIiSs L�• s Maeckim with II x LS � at 4' ae. irwtas Snttpssn MOT into adr�g 5/0' dw. thraeded rod wit set l2 mto wit bm and (22) IOd nods into tr as TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS I I 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one or of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at 6' o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing PL #11451.12 26 in. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and i' end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all lap* and two etaggored rows IZ o.c, in field. Attach deck to trusses using attachment detail on this sheet \ Additional racast Lin al #5 bars Lintel Bar Clear "A" "B" �; Length Length Span Bars Bars . 7 P •a 1 %; 7 2'-10" 2'- 8 '-6" 2 #3 none 01 •; 1 1 1 1 1 1 •----Ali t----a----e 3'-6" 3'-4" 2'-2" 2,#3 none SPO-OBAT 8P8-seen 1111PO-IB/1T Additional 41-0" 3'-10" 2'-8" 2,43 none -' #5 bars11W,,�,.; �,.�. 4'-6" 4'-4" 3'-2" 2,tt3 none Rau of:.,; ��k Aboval :;p 5'-4" 5'-2" 4'-0" 2,#3 none 7Rne ;.� ;:2#4 ecast L' %;';.•? none 1 Addrgona 15 6'-6" 6'-4" 5'-4"' 2,#4 none hers__--� 7'-6" 7'-0" 6'-2" 2,45 none OFIi-BB/IT SPIL-11I 8'-4" 2,tt5 none NOTES: ALL reinforcing steel is grade 60. 1. men. coverage of ateel=l.5" 2. men. bearing required a ea. end=8" 3. standard for remf. steel=ASTM A615 TYPICAL LINTEL SECTION �( PRECAST CONCRETE ) LINTEL SCHEDULE Mark wir�w Unit Lintel goat-Crza ete '14' Block or Above 84um Steel Stgial OIL G��+rity (LPLI'I MOL LUpli t Wrap) MOL Lattersi L004 L22 2'-2' 3'-C 011181 _U1:Wj0_ 1 s5 30111 16i411 1094 L31 2:--i89; 3'-1" 4'-0' eles-ODAT 1 #5 2661 t"s Zia L45 4'-6' S'-10' OPS-OB/IT 1 85 1105 10'1 331 L50 6'-O' i'-i' SPs-Oil/IT 1 #6 1238 ass 121 LLO C-8' 1'-i' 8118-0111/IT 1 85 Ion 121 04 LBO V-O' "I BF9-IB/2T I IS 2 88 152 510 so 1.10 V-O' 10'-i' OPS-15/2T 1 $5 1 Z 1 85 643 Sao 401 L105 1'-O' IcI BFIL-15/2T ONE 1 85 2 85 E33 U3 401 LIOO 10'-O' II'-4a Will /2T 1 582 414 452 LIOOS 10'�-/0�a II'-4' Bf1i-II ONE 1 mid I= 452 L120 17-00 13'-4' OPB-I8/2T 1 411 429 324 L1200 121-0' 13'-4' BPIi-15/2T ONE 1 N 1" 110 $24 L140 W-O' 151-4' BI■IL-Ib/2T ONE 1 1280 L01 251 LILO IL'-O' 11'-4' 6PB-IB/2T I 300 M2 M4 LILOS la'-O' n'-4' afli-le/2T ONE I 150 500 1`14 - 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. 12 Simpson HETA 20 or oWI 4 haneans anchor k soli eruw with (10) IOd x I/�' nails ( 24" o.c.) supporting Max 18101bs. u lilt Aluminum Drip Edge t Fascia Flash and Counter Plash Nail ledgder to gabon truss oathle (2) IOd " �rls at each web \ Aluminum Drip Edge t Fascia 1/2' thI stucco an 3/8' hi -rib lath 12" attached to horiaadal and vartrcel wood rro" Nth rails or stapias to provwds 2' x V Sub-Fasci no lass than 1-914' peratratiai into haisontal wood framing and 3/4' perietratwn into vertical wood framing members Kalican Full o vent viral soffit installed wwinmgp I/8' dia shank x LS' Iaig gaN. rooting nods with 3/8' da. head par product approval - we chart wheat v 5/8" thick light textured stucco on typical concrete 12' x 12' concrete column block construction block filled with concrete and (2) #1 bars vert. tied Vanes see - Ian p Into hntalu above #5 bar vert. w/ thicken edge to 8"x8' 30" overlap with concrete and at each filled cell one #5 bar continuous BEYOND Rear Patio/Slab to be Plush with bottom or sliding door recess. Top of rooter iL" below finished floor Step per foundation plan Slope per foundation plan S \ a 'iillllllll�i-IIII- Iul a a � X � a7 s ®lu 1 X v HQ ° a a lu n 2.c Q �U�� to nv ° W CT) 0 V_ 4 tV Brace Gable and with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) 101 nails at each truss PRE-ENGINEERED WOOD TRUSSES :N. e 24"o.c. TYPICAL If shop drawings bg manufacturer > \R-30 blown rwberglass in bottom chord or trusses I/2" drywall with smooth finish Two rows of beam block Pilled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cunt. for bottom raw over openings 1/2' drywall over I" x Purring strips at 16" o.c. with R4.1 t`i-foil insulation on typical 8" Block walls All drywall to Val per FBC R-102.3.1 i and shall meet all pertaining ASTM codes. ao Mortar to be Type "Me onlgg proportioned er FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). ax spacing shall not exceed Wood 48" unless otherwise noted Base ace foundation plan notes for J spacing at openings 4" concrete slab with fwbermesh OR VA' #10/10 WWM on 6 mil Vlsqueen over / clean compacted termite treated fill III • ` IIII IIIIIlll�i;illll,� IIII IIII I III IIII IIII ki IIII IIIIIIIII l i l==l i i--III III _ I I iO IIII= =III —IIII I FI 1111 x Topical Section at Front Forc Scale : 1/2" = 1'-0" Braden t Braden AIAe PA Archltecta — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 I- marl: bradenaiaOcomcast.net Simpson HETA 20 5tral, truss to wall using Simpson MGT with hurricane anchor at each truss 5/a dia. into beam threaded rod with min 12 embedment either wet set or in epoxy with ( 24" O.G.) supporting 1810 lbs. uplift Max. HETA 2 (22) IOd /truss leg nails into per detail truss. Add blocking to on this sheet I �IYi Mel ,mi PA WEA FA Orl'A WA AFOA I I MA ! WA, VA ON WA waJI M IN I 'raw =` Mm I ` WAA 410=�Ar, I We, WE A. W1, WE A' MN FA IPA 0 VIA 'All NJ __.-VA - P P WAMAI Emfflyla AMAS I I Attic Access MOWMrIM i� �I I�OIL QHETA 20`�> Simpson HETA 20 Provide for gutter Provide dwnmmt hurricane anchor at each truss ( 24" ox.) supporting Max. 1810 lbs. uplift Wynne Building Corp. THE WINDSOR S anish Lakes S . Lucie County Florida THETA 20D Date Drawn Revisions : REAR 3-28-18 5�-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: O.R.B. 0 tY Q W w w 3 X as r F_ a ° a n 2UJ 0 tom U to go 0 a E_ 4 a OD N 2 CC4 r_ r_ L I IUJ O I r Provide downspout Sheet Comm is impact OF 5 1-2-141 Opt. PATIO/SLAB PANEL "A" Pala BR Lead. We* Description sees eeei I Doemptio i New Lad BR False 1 20 1.2 Its $12 Rerngerater I R 86 MO ke 60 2 1 20 L2 Ire 812 Clothes Washer 3 1 20 L6 Its ep Kitchen S.A.C. 6 6 Dr er 810 6.0 he 30 2 1 20 1.6 kw $12 Kitchen S.A.C. 1 8 1 20 — 812 Bothroeri Recepts 9 10 Ae Coridaiiser 810 6.0 ke 30 2 I 20 1.2lus 812 Dulwasher a 12 1 20 L2 Its 812 Microwave 13 H 1 Air H $10 6.0 Its 30 2 1 16 — SM General Lrohteq Is I6 I is — 814 Geawral Lighting 11 18 WH ` 810 6.0 ke 26 2 1 15 814 Gerrel Lghtm 19 20 — I 16 — 814 .General Lighting 21 22 GDO 812 0.81 KU 20 1 1 16 — 814 Genial Lighting 29 24 Spre Spell 26 26 Sere spare 1 21 20 1 Spre span 1211 30 I Spare PANEL "A" LOAD CALCULATION SHEET Load Description city. Watts Total(Watts) General Llghtmp l3, watts, sq: , ft.) .. , Small, Applmnee, Circult(e) ................................. 44ge•..... ......... ......._.................. ....... -Refrigerator .. , _ _ . - ,Microwave Dish .Washer ............................................, , , , , .. , . . C14boe..Wail............................................... Clotb4t..raryef...........::................................... Water, Heater ................................................ Garage, Door .Openef....... , ... 1736 3 6 206 2 1.600 3.000 I 12,000 12,000 1 1200 1200 1 1.500 1,1500 1 100 100 I 100 1.200 1 5,000 5,000 I 4 500 4.1300 I NO 810 Total Watts 3SAIS First 10000 Watts e100% 1 110.000 10,000 Remainder 2SA15 040% 1 10 10Z46 Electric Heat or A/C 10.000 065% I 10.000 10,000 ~Calculated Load Watts 30.246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required 150 Amps Electrical 5 mbol Legend $ Single Pole Switch ® Recessed Can Light Sg Double Palo Botch ® Eyeball Recessed Pe Push Button Switch .Sr Exhewt Fan -e D outlet Calling Mounted Light -* Special Receptacle Wall Mounted Light ® aterpr groundsuit cirb '-.mm Floor Duplex Outlet _ Light with Pall Chain (attic) © Computer Connection Jack ® Carbon Ma ciodle Detector Flood Light T Thermostat m Electrical Panel Central Vac 8 Electrical Meter Q Smoke Detector Ceiling ran ® Television Jack Tahrphorhr Jack a oi c A/C Disconnect ® I x 4 Florescent Li ® 2 x 4 r-Womc=c� L' ,At Speaker Hook—up = JUNCTION BOX TO SUPPORT A PAN O - THERMOSTAT LOCATION B/A = BALANCED AIR N., sd ti 44 MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" ' 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2' PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic PANEL AHU PANEL AHU 200a rated meow rated meter can n 17 meter can %i Interagatem bonding Interogstem bandmg 2" PVC ( FPL Terninaraon pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2" rigid service PPL 1 1 ground rods I I ground rode - -- - ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER — Contractor shall use AL—CU Landing lugs. NT8 — Contractor shall use AL—CU Landing lugs. NTS Contractor shall torque lugs I.A.W. — Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction — Verify AIC/KIC Rating prior to ordering equipment — Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: 124 CFM IOxlOx6 MASTER' BEDROOM 124 CFM I01dOxt V•-i 12xlZ1idd B/A 8x4x4 9 CFM �LOSET no I CJ IL CFM 8x4x4 0 DRYER ASHER LAUNDRY n Clem 1 SECOND BEDROOM B/A e �` J, THiRD BEDROOM 100 CFM IOxLxL ® I AiC ® I 150 Amp Panel GOLF CART: GARAGE I I I I I I I I I I I I I I I I 9 I PORCH B%A O R-� ` 141 CFM r IOxlOx1 141 CFM IOadOx1 REATI ROOM I 'i M I 141 CFM IOxlOx1 DINING z I ROOM I I I a DW - I I I OXIOXA 14e KITCHEN 20x20 MICROWAVE R?Al T 3&•RCLEAR NON -VENT rir-_�A�, ` OPENatG L 7- 1 — — >✓ — — Ka I 1 4"4 Steel Ballard See detail on this sheet O I Um Q I L - .ar h011t _ J ri L����t] I. Use coppper wire Ohl from panel to devices Ili. contractor span guarantee all materials aria workmanship free defects for less 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke E Carbon of a period of not than two years from ordering. The contractor shall provide circuit routing& to Monoxide detectors, the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected other phase of installation that may have been damaged. L. 1. Recessed cans to be installed per NFPA requirements. Tamper AFCI IL. It is not the intent of these plane to show every minor detail 22• All raceways and pipes placed in or through any concrete resistant receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical syatem and provide all largest conduit or pipe from any other service. S. 9. A/C Return Air Balance Must comp)g w/ FBC RM1402 A(�C R frig�cq lines the requirements necesearg for the equipment to be placed in t that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT slea a In PY� 11 All c d t work shall be done in accordance With the N.E.C. and on ul - 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FSC RM1502 contractor, the completed stem shall be fullg operative. and telephone company. 12. Contractor. &hall pay for all tees, permits, Leann®, and inspections including blower testing where required. 18. The electrical syatem shall be completely and effective1 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' aaanst the bublie liabilitu and broeertu damaee car the labels where aheheable- GARAGE 1 MASTER BEDROOM CLOSE ,' PORCH ~\ WP GFCI ` 7 S S ®c WA I 0 rill LAUNDRY %---// S II C7 �II \ S SECOND � i s BEDROOM/ �° j I 3 TONSE / JE and Ener MANUAL / I Calculation ! for unit into / I -- I ® u I � I I I I I GREAT i ROOM ®I /I / I ,'/ j DINING ROOM I � I \ I \\ FCI I GFCI t e" I ICI I +"— C.M. Detector I onig per FBC 1 I 1 R314.3 �T�H]Hq I IFc �ROWAVe, JJFCI ��R YeWT ENING7 GFCI GFCI / FCI O Install oulet THIRD s - W.H. under disc. M \"m Steal Ballard not shown for B E D R O O I I� - _ - ea detail on this sheet cla�' Fm`1 m WP CI O S" rA xA6 inT II�t___%w_J OPTIONAL PANEL LOCATION Q = u FCI ° \\ GARAGE Q , / P GFCI 150 Amp 1P Panel GFCI \ JJ� o'�O \ �TJ"� `GFCI r--------®- _ ^� / r------- ®--------i Garage / Garage Door Opener Door I P I j Opener 1 I GOLF CART, ! GARAGE I I I I GFCI i i GFCI to gage lights i ! ..CTRf CAS'LAN Post Light With o SCALE: 1/4" = 1`-0" Photocell Center Post Light between dwenays Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit • Wire For Front Post Light REVIEWEa FOR CODE COMPLIANC ST. LUCIE COUNT - , °3 ti e :^:) 4i `, .r.:r m ?iir ^R'£+ x 4 �r ., . Wunne Belding Corp. Date Drawn : Revisions : sheet Coy , 9, ArcMtocts - Planners R E,4 R 3-28-18 5-23-I8 Garage floor slope and 411 S.E. Coconut Avenue Tel (-112) 281-8258 THE D ®� PORCH Drawn b : smoke detector revision 1�-15q Fax : trade 287-8283 E-marl: bradenalaecomcast.net RiC�HT e.e.0 —� Checked by: Impact Sparnsh Lakes Stuart FL 99L #AAC0000 2 St. Lucie bounty Florida , D.R.B . OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. I i SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-01- ON CENTER EXCEPT AS NOTED ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spanjor less 30' to 60' Span 1 Spree er Bar �6C degrees or less f j 2 _ _IN og-Approx 2/3 tom dg 'Line SPC- CDP•CX. Line 1/2 of Span REFER R TO BCSI REFER TO BCSI "fuss must be set t^is wcy if crone used. Truss must be set this way if crone .used rtiss is an example, you, truss may not match. This is an example, truss may not match. 'wsist crane operator sets truss this way. Insist crone operator sets truss this way. SEAT PLATES BY CHAMBERS 12 4.00 F io M 1 upset l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 hLO 12 2.00 08 HUS5iLS I -OR IHE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-AT MODE. _ ® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24" IN LENGTH A FABRICATION AGREEMENT V The eTRUgal deES sccriiptionTof the PrroEa pe trtyy whEE o, the W ceea will be Installed In�etalled {s•ED 8 RETURNED Do not `tand on trusses until they are braced per BCSI & properly nailed to straps & hangers IS 1 The undersigned ackno Oedgea and agrees: 1': Trusses will be mad, In stnct accordance with this Wss placement diagram layout, 15.3" 19' 9" C L �+ I which is the sole authority for detennlning.successfuI fabrication of the trussas. --- _ 19'-9" _ 15'-3" I 2. All dlmensbna h this layout have been verified by the undersigned. 3. Unlass written In le provided by cemryed mall to Chambers Truss within ten itm I days of delivery the underslared n"......_. 1 I���//�I�■�I®IQ�/�®/�I uINA N104ii„i/i iAI/�I MllivjffzAI ��y ZZ1 ii,/�li/zzali„ZOli flr,�� 1Isy1 Mai" oil r ��wlaMe ® rip PAO ON live 01 ;wool as PRO INVERTED50# POINT `V` WEBS AT CENTER ••. DS PER TRUSS FOR AtH/U_ •_® �■ o' IPA 'a pip, E M%/.iK%„ilN��l'yIy15C17//!®/.i�%�///iIiil/I�' ®I®I�I�I�I®1�81�1■I®1�7■I®I®I®I®I®I®I I 14,-4„ upset=1/4" heel=3 15/16" INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES a 2 x 4 Top Chord SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" q' WALL HEIGHT 8' ABOVE FINISHED FLOOR ♦ 4 END DETAIL: TYPICAL VAULT ' 14'-4" 1 I 01 j, CLOUZSED AREAS ARE OF SPECIAL CONCERN & MUST BE ®t f CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM �%_..PLANS..- ..�_..�� such written notice is furnished Chambers Trues shall have three �'I DO bus�lJDWOdnoss days in which to begin repairs required, or to auballute other busses, et Chambers optl�n. 4. The undersigned adcnowladgea receipt of "BCSI 1_0 summary sheet by TPI 8 WTCA, b. Desvery Ie to Job 'It., It la the Is e.'responalblllty to make the Job she aukabla for delhrery. Chambers Truss hee the sole authonry to detarmina the sultablllly of the Job alfe o'r a Portion of the Job she for delivery, Chambere Truss will be reaponeible for of delivery only. The buyer a responsible for addl0onal delm T ezpenaes, Chamber Truss hee to redeliver because Job ette la not prepared for delivery or buyer Ie not prepared for doll, of trusses. Buyer le roaponalble to Chambers Trues for towing coats due to aka wndlUona: S. Pifce ae shown Iq peregraph 7 below Is aubJeq to change h any changes are, made In thfle layout A $60 per hour fee for r'alone may be charged by Chambers Truss. 7 "'a is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or H no agreement a reaaonable pnw. Invoice will be made on delivery and paid carteithin terms of net on delivery, Invoice may be made at achedued datebf delivery If buyer cannot accept dalhrery of fabricated Wsses. The undersigned agrees to pay ChambaruYel ca reaeonabli attorneys fee for collactlbna In event of payment not timely made. I-J2 %per month service charge will be added for all sums not pal,d hln terms, 8. Signature or Initials anywhere on ihls sheet constltutes agreement to ell terms herein. 9: wnaldereaon of Chambers Truss eldending credtt for this material the underelgned unwnd naAy gueramees payment when du, of any and all Indebtedness owed to Chdmbero Trues by,any entity rambling mat dal and the undersigned agrees to pay d to ch Indebtedness Inducing attorneys fees, h default In payment for material be made by the reciplem. 1. 10. In the event of any gation wnwming this agreement, the items fumished hereunder or payments referred to herein, the, parties agree that the sole venue for arty such action will be Saint Lucie County, Florida. 11. Design responsibilities are per `National Standard And Rboommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIANI'CA 4-2002'" DATEp - SIGNED [FOR _TITLE A Spreaderbar may be re" per,WSI1Z7Eoprevent "&6ytai8,damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so ran result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responslblllty of the truss erector. 'Study the contents of the Information packet Included on delivery before setting trusses. Tiusses must be setand braced penieslign to provent Inlury8 damage, Trusses must be set plumb and square Do xotset bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOiIT USE LAYOUT DELNERED WITH Tlal ieaec Tr, ear Tor 10® CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerce; Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-466-8711 Vero Beach 772-569-2012 Stuart 772.286-3302 ' m.-. nUAaaorocTlol lCS rr)m . 7"he Architect's or Architect's representative's Shop drawing approval is NOT a "double check" of the contractor. The contractor: shall remain responsible for Checking field measurements and other Construction criteria. Architect's approval covers general roof shape, review of truss strapping, and flooding on structure from gravity and uplift loads and their r ctiye to ati ns• APProved By: Date: 92.0/93.2 MITEK 4.2 Braden & Brad n .I: , P•p- DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. c zo Top Chord Live 20 a 2 Top Chord Dead 7 4.2 H m o Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 c c TOTAL Load 37 7.2 w I N Duration Factor 1.25 m rCi Wind Speed 165mph d Top Chord C.B. Sheeting by builder. !� Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 ...+.�.-r.oau all filly vfjBa LoaO GtS: C:OntIn000S Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the --^.-•• •ter vvarW far ar rurul Gf 1U111Ce1 UI McWr®. N 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 FOR - ----ice - 6'a• _ 14�• WYNNE BUILDING CORP. PORDESCRIPTION: -7& 5a( C H LEFT ,� 2 71' CARLTON 3BED REAR PORCH EVIEW, 5"FO f 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOU-PE connW"92 T. LUCIE COUNTY 41 qc— BOCC