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HomeMy WebLinkAboutPLANSI f Gulf Coast Supplg and MFG 5v Crimp Metal roding FL #11651.12 2L ga. 5v crr% metal roofing attached to plgwood deck using a9 wood screws wit self sealing washer at 12" o.c. max spacing over (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with I. " ring spaced L o.c. at all laps and two staggered rows 12' o.c. Pre deck to trusses using attachment detail on this sheet R 5/8 thick light textured itucco on typical concrete block construction 12 SLOPE 14 RIGHT ELEVATION 12 4 SLOPE, 0'-0' = Finished Floor LEFT ELEVATION ---------------------- ---------4 somw 5/8" thick x 8"w cut coral finished stucco bands ai,"ni.a: If"r- - r—v- Gulf Coast Supplg and MFG 5v Crimp Metal rooting fit #11451.12 2G ga. 5v crimp metal roofing attached to plgwood deck using #41 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 L' end laps fastened oth corrosion resistant tin caps and with 1.25' ring shank nails spaced L o.c. at all laps and two staggered rooms 12" o.e. in field. Attach ?aced to trusses using attachment detail on this sheet --------------- 5/8" thick light textured77 stucco on typical concrete block construction SCALE: 1/4' - 1'-0' Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga 5v crimp metal roofing attached to plgwood deck using a9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib felt underlagment installed with min. 4 side laps and G' and laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced V o.c. at all laps and two stagggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate 1I 1/2' drgwall ceiling on truss bottom cord I/2" drywall on 20x 4" studs at IL" O.G. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill nterlor Non—Bearinq Partition 12 4 1 SLOPE, stucco on typical concrete 5/8" thick x 8% cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - r—O' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #II451.12 2L ga. 5v crimp metal roofing attached to plgwood -deck using #9 x 15" 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 L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ov l V FOR PLIANCE %Q�IJ�VTY C 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32' CDX Pggwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 1I-MI IMI IMI I_MI M I=I ICI ICI I0I ICI ICI Ini ICOII ICI ICI FRONT ELEVATION 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: Lth Edition and ASCE 1-10 for Wind Loading Suildin Deign is: Enclosed Risk Categorg. II Wind Velocity: IL5 mph ultimate Mean Roof Height: IIII'—OO' Roof Pitch: 4.12 Internal Pressure Coefficient. tote tpwr Subjectabmhty to damage frog Weathering: Ne ible Termites:Veru Heavu Width of Roof End Zone: 3'-4■ Wind Speed:i0mph ultimate Wind Exposure Clawfication: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: A§D esi n wam Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: 0.6 L 4WL Components t Cladding Wind Pressure (NET) Root Zone: I. +20.L/-32.L psf R Zone: 2. +20.L/-51.0 pal R Zone: 3. +20.L/-84.0 psf Components t Cladding WON End Zone Width: '_ Components t Cladding Wind Pressure (NET) Well bane: 4. +35.8/-38.1 pat = Roof Zone I Well Zone. 5. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Walls Considered for Structure? yes Continuous Load Path Provided? Yea Ott = Roof Zone 2 Are Components an Cladding Detail— Provmded7 yies Walls Zone 5 END ZONE Minimum Sal Searing Pressure: si, Presumptive: X S Test: psi Caner Zones S E!OO UC APPROVAL- FOR IM A T P O E TION FOR O E IN S Rod Zone 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD —_ list FLOOR DEAD LOAD:_10 pat JOB ADDRESS: D FLOOR PLAN �l Reeat top plate L"w x 3/8"d Counter top - varvfy typo ^for steel support angle with contractor CRASH POST D E T A I L see detail on this sheet 17 TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor Steel countertop wpport angle proceeding with work. Flange with 4 - 3/8" Install 6' from each and and Base cobinat 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into M; �gleenter of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) 2' x 8" weed studs a minimum 1,400 P.S.I. fiber stress. 1/2' drywall at I6" D.C. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2 �"q 2" x 8' PT woad plate b t t �„ ALL Concrete used for vertical filled cells, cont. tie eams a c.. o 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. O 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 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 accessibrhtg requirements. 12. Lowest finished floor to be set bg Governing Building Department 2„ E2�2'surveyor to set in field. h° ,213. Separation between residence and garage shall be per FBC R302.LL 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 �. 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 complg with F.B.C. R316 - see permit info box of code edition 8. Gygppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C�fb0, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) ppryuall Thickness Location Orientation Pre"Mrg M�nimini I'faxiM Max. spacing of fasteners ON Nail sizing options for installation of drywall into wood framing members 2" x min. thickness -ails Scraws y2 Ceding Perpendicular 24" 7" 12" 13ga 1 3/8' long with 19/64" head OR 0.098' diameter x 1 1/4" long annular -ringed or 5d coder nil OR 0.080' dia. xx 1 5/8" long with 15/64 headR Walls Either Direction I6' g• IL' Gppsum board nil 0.080 dia. x 1 5/8' with 9/32' head. Ceiling Perpendicular 24" 7' 12' 13ga 1 5/8' long with 19/1.4' head OR 0.098' diameter x 1 3/8' long annular -ringed or 6d cooler nil 0.092• dia. xR 1 1/8' long with 1/4' head OR Walls Either mection 16' 8• I6' Gypww board nail 0.011S' dia. x 1 1/8• with 14/(4' 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 g psum 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall complg with F.B.G. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #1165I.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced 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 \ Simpaon HETA 20 or equal mth flu) iOd�x at 1/2' nei* ( 24" ac.) suppporting Max 18101bs. upld't EdgeAluminum Drip .- Edge /- 2' x 6" Sub -Fascia Kagcan full o vent vmgl sent i amng1/8' de shank x 1.5' hmg roong "a" with 3/8' the. Madci product approval - we chart al 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30' overlap at each filled cell Grade al KITCHEN ISLAND FRAMING, DETAIL Ir` 12 1 ``a BATH MASTER LAY-4(2 T`. '� ly 1 LA I H uv-i 1 +• I 1 3. 1 2' LAUNDRY I I 1 1 2"1 1 I I 1�Yi " 3" aiwim-i 2" 2R sou Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE I. 4'-6Ye"x 4'-6 %a" 54%"x 54Y4" Single Hung ZONE 4 2. V-2 Yu"x 5'-3 re' 15' x 63 /;' Single Hung ZONE 4 s. 2'-2' x 3'-2% 21k2"x 31111 Single Hwig ZONE 4 4. 3'-I" x 5'-3V 38' x 63'/4" Single Hwig ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction on sheet I Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 4'-0' X 1'-0' lose x 84' Overhead Garage Door ZONE 4 B 31-0' X 6'-80 41'i/4" x 8VV larbeirdau Panel - Irimmung ZONE 4 C 61-0' X 6'-so 14' x 81 %2" ra'°' 6'"e Skang Glass Door ZONE 4 D X-O' X V-8' Solid Core - Wood - 6-Panel -Bi-fold lemahed 24' x 81'2" E 2'-6' X c-8' Solid Care - Wood - 6-Penal F 5'-0' X 6'-8' Solid Core - Wood - 6-Panel - Br+oW G '-8' x 6'-8' x 1 N" Solid Core Wood, Steel, or Masorete Door H 2'-8e X 6'-So Solid Core - Wood - 6-Panel J 2'-6' X 6'-8' Solid Cont - Wood - 6-Panel - Bi-PoW ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough openiri� dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET #1 12 PRE-ENGINEERED TRUSSES I" x 6' P.T. 8 4 at 24'o.c. TYPICAL block with case ( d w 1, a ufact ref) prior to door a I_I IIII IIII- :�"* -�lilllllllllllll IIII III IIII-IIII I TYPICAL SEC shop ro logo y m n u XXXXXXXZ R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (I) #5 bar Cont. in each row. Substitute precast lintel Pilled with concrete and (1) #5 bar cunt. for bottom row over openings 1/2" drywall over 1" x furrin Pi-foil strippa at 14" o.c. with R4.1 insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes, in Mortar to be Tgp"M' onlgg proportioned per FBC R601.I FBC R601.2.1. and Mortar Jonts shall comprg with Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and (U #5 bar vert. (typical). ax. spacing shall not exceed Wood 48' unless otherwise noted see foundation plan notes for Base spacing at openings 4" concrete slab with Fibermesh OR Vx6" #10/10 WWM on 6 and Visqueen over to clean compacted termite treated fill '�+''IIII-IIII IIII�I�IIIII- III II I III II �I " 14" x 14' Concrete footingg with (2) #5 bars cunt, #5 T I O N "and transverse bars at 48 c.c. Scale : 1/2" = 1'-0' to Masonry Beam / Hells Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16' tap -con with O 0 1 1/2" penetration at 6' o.c. max. from each corner and 20" o.c, max thereafter at sill per product approval KITCHEN r AAv Or 12' r I `14 2µ r I_ ." 2R i'' BATH #2 N- SANITARY RISER n" Attach buck to block mall with 1/4" dia. Etc* cone scree with inn. 1 1/4' panetratxm at 12" ac" am and 4' max from each corner thru xi� two 2' x 6" PT Buck fin se Weed saran claw iamb into buck Detail rt esah hwige and 16• as max and at Door w+Q � dear .tt.ekpiit NT5 INSTALL VULKEM BLOCK SEALANT _T ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Instal window thru buck into block with SAP tap -can with 1 1/2' penetration at 6" as max free comer and 20.• oc. sax Exterior face there:br at dand 20' amax. at head and sit . s per product approval cr mall stuck to be r x 4' PT 7ED Vans. - I'x4' P.T. Buck oiled to 'M Detail k with case hardened role at Windows prior to window attachment NTS IT Verify attachment hole location with GC prior to fabrication 3/8" steel 6" COUNTER TOP BRACKET DETAIL I' x 6" P.T. Buck nailed to block with case hardened mils Head prior to door attachment fixed door sliding door ; N Masonry Wall CIA Bottom Trac Tgpical Flooring Sill Install SGD thru buck into block with 3/IV tap -con with S l 1 d f n g Door Detail I from each c penetration at 6" ." max from each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval)amb Braden t Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaia®comcast.net wiUa U m v M M D W Of Ill IL S al I- ST, "Ld,NTV 15'-3" 8'-10Y2,: I 8'-10%'2" I l'-7 Y2" i'-7 Y2" °° °° °° EGRESS ° 12" x 12" Concrete column block filled with concrete and 13'-II" p (2) #7 bars vert. tied into ° p r - lintels above Filled cell under P O R ^ H girder above (�, WIRE LATH IyGTUCCOCEILI p 19'-9" it ° MASTER T�p ° BEDROOM ° 0 IF - 8'-O" A.F.F. In ° ° ° ° ° Flat Ceiling I ° I ° Vanity to be O I O 4 Y2„high Rod 4 Shelf 1 (48'-0" toll-8" 'Ceiling A.F.F. T qV Vaulted 19 m GREAT'ROOM �LOS T 1"90 I Rod I Shelf n �U m in - a ° I Qv to m lit T 32" DRYER ABHER :. 9' S. ° LAUNDRY I O r I <+ W-O" to 9'-8" A.F.F. O ° Vaulted C dingHD(NiNC.�Vanity M42" to be 34 Y2"high ROOM (1,( T counter tops to overhang wa 3/8' thick steel11 9'5' 5'-3" 90„I eq- counter 14 1 op wpp eq• coon or tope to t over ono wall 1.5' in c+l SECOND q BEDROOM 8'-0" A.F.F. O Flat Ceding r r 12'-8" ° O THIRD BEDROOM ° o 8`0" A.F.F. in A/C Flat Ceding #I o V 12'-8" in O I (rl in ° R-II Matta Inada4an Provide auto 150 Amp closer Panel ° r----------------- 3 i I I p I I ° I GOLF CART' GARAGE I 1 1 1 1 1 +41" high wall Upper eabineta to extend over Ref. --- I I " o I OW I I I KITC 1HEN m /lh8'-O" to19'-8" A.F-F._ i Vr) Vaulted Ceiling M O I - 1 NON- NT REF• NON- OPENING _ L_ if /•_ Ia-1 start. Inrdawon 1 1 1 1 ( Provide auto O C closer 4"40 Steel Bayard © Sae detail on this sheet F\# ul O O r xc�At ti As w e I � t____8' -,OI " A.F.F. Flat Ceiling G ARAG 1 4 OOf Block wall in O ° MT ° /garage be ! 2'-8" ck r+ °track block ° EMERGENCY EGRESS r - - - - - - - - - - - - - I ---� I r I I r p i I I I 1 a 1 I I I I I '1 J H.B. O a - in W W o 0 0 �p ❑° ° ,I, r W- o ❑° ❑° ❑° ° W W ® ® T-8" 9'-0" 2'-8" 6'-4" 2'-8" 9'-0" T-8" ��35' -0��-O , F Square Footage Breakdown Total A/C S ace = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 1'4,024 Under Roof Total = 2,484 sq. ft. Wynn Building Corp. Date Drawn Revisions : Sheet REAR 5-23-I0 Garage floor slope and smoke detector revision TH E W i N D S O R PORCH Drawn log: 2, RIGHT C.C.U. Checked bg: Sppanish Lakes Si. Lucie County Florida D.R.B. OF 5 Comm # 15-159B impact r 0 1 lqlzlUL., I Ul�ttL IXk/ i C.7: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ L MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THiCK W/ IGX6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL 15 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" BEAMS: 1-1/2" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15 ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 11- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I An chan es to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for rapproval 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 45 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'-II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans forany other condition used_ Foundation walls shall have filled cells at 24fs 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-14 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ Thicken edge to 8"4" 30" overlap 11�.SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each filled cell r,SECTIONS one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE L'xL" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill FOOTING SCHEDULE Mark saw Desai tion 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 IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8'W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®x With With 14°D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0' 0' 12nW X 180D MONOLITHIC FOOTING - 4" STEP DETAIL ON THiS SHEET �.. c —� -. QD 6E I • ..' � ..... _ (III I I I III= 144w x 14"d concrete monolithic Porting with (2) #5 bars colt. 14" j TYPICAL FOOTING DETAIL Orel C I/1" = P-n" 4" "concrete slab with fibermesh OR L x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. r 10" (2) #5 bars cost. bottom steel / DET A II A T / if r A O PDOWN 12" x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Top of footer IL" below finished fioo- 4GE %? SCALE 1/2" = 1'-0 " Verify house slab height in field ME311111fiffol PORCH SLAB EDG #5 bar Vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ E 1/2" = 1'-0" 4' concrete slab with fibermesh OR 0XV #10/10 WWM on 10 fail Visqueen over clean compacted termite treated fill ,)" a F F A-\ Tl _ i1 III I I I —III 14°w x 14"d concrete monolithic footI g with (2) #5 bars Cont. 14" GARAGE CURB DETAIL SCALE 1/2" = I'• 4" concrete slab with fibermesh OR Oxb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Ln 10^ (1) 05 bara Cont. bottom steel 12. DETAIL AT 9" GARAGE STEPDOWN A rALP 1/2" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg 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 V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location r:?• r NO de •..ad?ty O y ^ r Double Filled Cell Column Single Filled Cell Column NTS NTS 0 I r H.B. A/C #I 15'-3" r---- I ---- i I I FI I 24" " I® I II r� I N� ° Thicken footing to W l• under ffilled r dcell I " I under girder bearing. I " I 1— — I s I I I L. 1— /-1 I I v / a L f-ft 12' with Into x 12" concrete concrete and lintels above column blocs (2) #1 bars " 8'-I0 Y2^ ( 8'-10 Y2° Il Io'-off — 7B7 F Filled cell under girder above Rear be Porch Slab to O 1 I poured separatelg W from House Slab. o O p � I Rear Patio/Slab to be Plush with bottom of sliding door recess. Slope I" i I I a I i I \ 4" concrete slab with fibermesh OR 4HxC' #10/10 WWM on 6 mil Visqueen over ' clean compacted termite treated fill I o I DRYER ASHER I i I o I FI I I I I I I o o I DW I i I I pl 4" concrete slab with fibermesh OR I 4"x6" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill MICROWAVE RE' NON -VENT se• cI.EAR OPENING • O O -- v ---- W.H. i 4"# Steel Ballard See detail on this sheet Fist W I � � O 1 I Q`� I `--� I I I Q Fi W I p 14 Step W I to I© I o ri I I ------®--L �'1 Braden 4 Braden AiAe PA Wunine Building Corp. Architects - Planners 411 S.E. Coconut Avenue H T D .7 Tel : ('112) 281-8258 I I I IC Fax : (112) 281-8283 S anish Lakes E-marl: bradenaiaecomcast.net S Lucie Count Florida 1=1 'IAQQL itAernnnn21 I I I I I I UJ I iL I I a F51 1 � I I I I � I I I I I I II i I it I® 13'-0" II I I L— — — — — — — J " O 1.5" Recess for Garage Door 2'-8" _ _ 9'-01, 2'-8" Vert.` tied REVIEWED CODE CO PLIAQNi ST. LDCIE COUNT BOCC 0 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: D.R.B. H.B. O I d- Sheet Comm # 1�-15gB 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 Fill wood 4. Use nails or screws bas d on press re for rooT stated in permit Info box on these plans i�'or zone 3 Ke Area Ede Field Fastener Pr Max. Zone 1 6" " 8d ring shank 45 psf Zone 2 L" 8d ring shank 16 par Zone 3 4 8d rIng shank 84 psf ** Zone 3a L" L" #8 wood screw 112.5 psf ** Use nails or a yews based on pres re for roof stated in permit info box on these plans ror zone 3 Concrete / Lintel Column Verify with Plan V1 Reber to Lintel 48 Bar Dia. Min. Overlap Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete = T _ - Bu8-OB/OT procast - ---- -?- lintel set in mortar _ Min. 8' Bearing-- Provide #5 bar set in pre -cast R0CF FLAN Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. - O h t 1' — O" 1 t h t d t h h t e PT Buck Pal per jamb into Pilled ci 4' Pre -cast ll .. Si ver sings a un ass o erwise no a on 1s s ee — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — An 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 to truss construction i #5 bars with min. 48 bar re overlap in filled cell. Tie all steel into continuous steel. Concrete Footing (we footer schedule for exact sizes) DETAIL AT WINDOW OPENiNG iN CBS WALL scale: I/2" = I'-o" 12"x 12" \ dumn Bloc k Rebar Attachment SINGLE PLY REAR GIRDER TRUSS Nod 2' x 4' bloclurd to vart. leg of tnm with 10d it Ll risk at 4' o a. Install! Sasp on MGT me wall ml 5/8' clue. threaded rod T min. 12' mto wet boar and III lOd nah arts treas TRUSS BLOCKING DETAIL AT GIRDER STRAPPING NTS ' 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 layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at V o.c. in field \` and edges with IOd ring shank nails into studs. ulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 6 gga. 5v crimp metal roofing attached to plywood neck using #9 x 1.5" pooif screws oath self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and 6' end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced As o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Additional reeeat Lintel " u " n sib bay Lintel Bar Clear A 8 Length Length Span Bars Bars � :,; � � '• .• � � i 2 -10" 2'-8" I -6 2 u3 none 3'-6" 3'-4" 2'-2" 2,#3 none 8F8-OBAT eFe-m/IT BPB-0/27 Additional 41-0" 3'-10" 2'-8" 2,43 none -nrm #5 bars cLeA ,,a 2,93 no no Row of 'H' " . w% ' f t Block Above ` �' v;,;• ',R� . • 5'-4" 5'-2" 4'-10" 2.#3 none s. g'.• ;,� 5'-101, 5'-8" 4'-6" 2,44 none recast Lintel 6'-6" 6'-4" 5'-4" 2,#4 none t `0 Addition i 7'-6" 7'-0" 6'-2" 2.#5 none BFIL-�/IT SFIi-IB/1T 8'-4" T-10" l'-O" 2,#5 none NOTES: I. min. coverage of steel=1.5" 2. min, bearing required a ea. end=S" ALL reinforcing steel Is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window Unit I Lmtc Bins cast -Crete 8 euheation " ow pySvk• Battles at" 8� Tap stool Sin Max, 1 (PLF) Mariam LUI'A (fK Max. LLsste 1 LM) L22 2'-7 V-C 8118-08/IT I #6 300 154*1 1024 L31 3'— 4'-0' ar'S-OB/IT — I $i 26i1 r3i3 1i3 L45 4'-5" 5'-10' SFS-OB/rr — I as sos "10*1 339 LIO W-o' i'-6' SPS-OB/IT — I s6 1234 836 121 LLO C-8' T-As SPS-015/1T 1 85 log 1" 534 LSO S'-O' Y-4' BPS-IB/2T 1 1B 2 8B 192 591 112 L90 T-O' 101 OPS-I5/2T 1 15 2 #I L43 530 401 L905 9'-O" 10'-6' AIL-ID/1T ONE 1 a5 2 as us 1183 401 LI00 MY-0- 11'-4' 81198-I15/1T 1 e5 2 as S82 494 452 WOOD 10'-0' 11'-4' 8F16-ID/1T ONE 1 115 2 #5 131111, 1028 452 L120 IyW-�0/�' 19'-4' ePe-�/2T 1 x5 2 #5 411 428 324 LMOB 12'-0" 13'-4' SP16-ID/2T ONE I ID 2 #I 1015 110 324 L140 W-O' IV-4' SPIL-I5/2T ONE 1 86 2 35 1250 tOif 259 LI60 w-0' n'-4' �8-ID/1T 1 85 2 05 300 M2 N4 LILOD IL'-O' 11'-4' SFli-IB/2T ONE I Of 2 #5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL EMENTSRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIR- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or lacri hu mean one at etch tru with tl0) IOd x I V2 nails - ( 24' sic.) sip orl Max. 18101bs. uplift Alwmrw Drip Edge t Fascia 12" 2' x 6' Kaacan hi o vent vinyl soffit installed marl1/a' die shank x 1.5' roiling nail with 3/a' da. char approval pair product apprevd - «a chart sheet sl 12' x 12' concrete column block filled with concrete and (2) 87 bars vert. tie into lintel@ above thicken edge to 8"xe, with concrete and one #5 bar continuous BEYOND Top of rooter ILbelow finished floor 12 4 1/2' T Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd Is at each web hi -rib lath vertical ad to gravid merben 3/Y panetratwn 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom or eliding door recess. Step per foundation plan - Slope per foundation plan IIIIIIIIIIIIIIII1111= —1111 T i�l Ical Section Q W In =0 41 )II!4 A rZ r Q� ID 'J 4J a' W _$ a,� N �U„— Q p so o0 H III tnC u C4 Brace Gable and with 2' x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOw nails at each truss PRE-ENGINEERED WOOD TRUSSES �N. w 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (U #5 bar cant. for bottom row over openings 1/2" drywall over I" x furringg atrlpps a! 16" O.C. with R4.1 f -toil insulatlon on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. u Mortar to be Type "M" onlgg proportioned er FBC R601.1 and Mortar joints shall comply with FBC �LOi.2.l. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and lD #5 bar vert. (typical). ax. spacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4' concrete slab with fibermesh OR L"x6" #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill FI at Front For c Scale 1/2" = 1'-0" Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 da. threaded rod with min 12 embec ( 24" o.c.) supporting 1810 lbs. uplift Max. HETA 2O into beam (22) 10d truss leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet � dMA I�l HETA 20 Simpson HETA 20 Provide for ter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift F'�EVIEWED FOR CODE COMPLIANCE Sew LUCIE COUNTY w w � X .r X: s3 c q leg Wt'w 2s a ti �1O o0 tnq�OD u n s N W O i r Provide downspout Opt. PATIO/SLAB PANEL "All Palms BR Load Were Description eras arcs Deacriptmn Wee Load BR Palms 2 40 1.0 ks se A/C camp 1 2 AHU sl0 3.5 ke 30 2 3 4 2 30 4.6 kw sl0 40 pal. eater HTR 5 L Range sL 12.0 km 50 2 9 8 I 120 1 1.8 Its 1 $12 Pie,p 11 10 Drop si0 5.0 ka 1 30 2 11 12 1 20 1.5 km s12 13 14 Diahseaher s12 1.2 km 20 1 1 20 1.5 ke s12 I'fierosave 15 16 Refrigerator s12 1.2 km 20 1 1 20 1.5 ke $12 Kitchen S.A.C. n 18 Recepts $12 20 1 1 20 L5 kid 812 Kitchen S.A.C. 19 20 Recepts $12 20 1 1 20 1.2 km $12 Clothes Washer 21 22 Recepta 812 20 1 1 20 0.81 its $12 Garage Door Opener 23 24 Rocepts $12 20 1 1 20 1.4 ke $12 25 2L Rocepta s12 20 1 1 20 1.92 km s12 21 2s Rocepts 812 20 1 1 15 214 General Lighting 29 30 Recepte s12 20 1 - 1 i5 s14 General Lighting 31 32 Recepte s12 20 1 I 15 814 General Lighting 33 34 Exterior GPCI s12 20 1 I 15 s14 General Lighting 35 3L Bathroom GPt s12 20 1 - 1 20 s12 smoke Datectors 31 38 General Lighting s14 15 1 - 1 20 s12 Bathroom GPI 39 40 General Lighting s14 15 1 - soar 1 41 1 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Totai(Watts) General Lighting l3 watts ag. Pt.> .......... ............... ,Range,,,,,,,,,,,,,, Refrigerator .... ......................................... Microwave ............................................. Dish Washer . ......... Clothes..Washer............................................... Clothes,.Dryer................................................ Water Heater Water Pump ................................................... GaragDorOpn ........................................ , 1136 3 5,205 3,000 12,000 2 1.500 1 12,000 1 1.200 1,200 1,500 1 1.500 1 1,200 1,200 1 1.200 1.20 1 5.000 5.000 1 4.500 4 00 1 80 810 I 1800 I 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10.000 Remainder 21,415 040% 1 O 10,961, Electric Heat or A/C 10,000 01.5% 1 10,000 10,000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Awps Electrical S mbol Legend S Seigle Pole Switch ® Recessed Can Light Za Dable Pow Switch Eyebel Recoa d PB Push Button Snitch Cr Exhaust Pan Duplex Outlet ¢ Calling Mounted Light Spacial Receptacle 0- Wag Mounted Light Watarprod, ground fault interrupter Light with Pull Chain faittte) Floor Duplex Outlet Computer Connection Jack ® Carbon Monoxides Detector 4& Flood Light T Thermostat cso Electrical Penal 0 Central Vac [Ea Electrical Meter ® Smoke Detector Call" fan ® Talavaeon Jack = Telephone Jack AC O BC A/C Disconnect I x 4 Fwroseent Light ® 12 x 4 Florescent Light ® ® Speaker Hook -Up ❑= Intercow = JUNCTION BOX TO SUPPORT A FAN T� me THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: sISO I'.� S�C Adiiit'""" feed B �� PANEL AiC 124 CPM IOrdOxL MASTER' BEDROOM 124 CPM IOxIOxL B/A 50 CFM O IL Claim 8x4x4 PORCH 1122xI22x10 R-7 7X 141 CPM lOxlOx1 9 CFM I :REAT R1 LOSETI 7rRYFn ASHER LAUNDRY I 111 CFM 12140 SECOND BEDROOM B%A THIRD BEDROOM 100 Clam Oxf4d I. Use copper wire onlyg, no aluminum. 150 Amp 2. Provide and wire all required smoke detectors. Panel 3. Contractor to verify location of electrical service and provider. i GOLF C A F 4. ALL paddle fans shall be on a rheostat. I 5. ALL bath and kitchen receptacles to be GFI protected. 22 PVA GARAGE 4. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements.8. AFCI receptacles are required in all rooms exceptKitchen, Bathrooms, and Garage. 2" Bar. sc eR. 1 io s5 cline ar m slab 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refri erant lines that are run thru slabs must be sleeved in i�VC 1 11. ALL A/C Equipment shall comply with energy calculation = C T R I C,4 L R I S r.- R 12. All work shall be performed bg a licensed electrical - Contractor .hall use AL-CU Landing lugs. NTS contractor, the completed system shall be full operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for Miss. permits, ten in ,and manufacturers recomisendationa which inspections including blower testing where required. shalt be verdied prior to construction 14, All work shall be coordinated with other trades to avoid interference with the progress of construction. d Iq, The electrical stem shall be coin letel and effectively 15. All required insurance shall be provided for protection rounded as requiredsb the latest edition the N.E.C. 9y 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. IL. 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 routings to year from closing sale of house. suit the ,lob 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 shall 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 company. 141 CPM IOxlOx1 I I 141 CPM IOadOx1 12• DINING ROOM I I 1 OW I ' I I 124 CPM IOxIOxL IL• KITCHEN I I 20adt0 xrn OW NTE I Raul T F CLPEAR OPENING L - - - - C' Jli iTCT r-� 14• I 1 4416 Steel Ballard I See detail an this sheet i Atmetar th Whit L L-- -- - - GARAGE r----------------- i I I I I I I I I I I 1 I 1 I I I I I I I MECHANICAL LAYOUT O - THERMOSTAT LOCATION SCALE: 1/4" = I ' - O 11 Braden t Braden AIIA. Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net 3 TON SEE MANUAL We and Energy Cakkvtm for uin?* Install oulet under disc. - not shown for clarltg MASTER BEDROOM 1 DRYER 1 ASHER I LAUNDRY ,' 100, PORCH WP GFCI � l I �P W, I I I I I 1 I GREAT ROOM ®I /I / ir / I / I DINING ROOM I I � IL SECOND BEDROOM,/ i / / I - I C.M. De onlyy per / ( R314.3 / I / I -4-- S. THIRD , BEDROOM----F:A- uJ ® 147 I loop i -S alb 1�I 1=1 C 11 Ili 1! a; �FCI W.H. 4"m Steel Ballard See detail on this sheet 22• x 540, r T -Af`ao Acme I m.Fa�� L-- -�- 1\ rV�OPTIONAL PANEL LOCATION Ll 116 ILI / ' GARAGE U FCI 1 <( / / �/ GFCI \ 150 Amp I Panel ' \ GFCI \ � \ \GFCI r--------� _ g / r------ S--------i Garage `., / Garage j Door I va / i Door 1 Opener I ° i Opener I GOLF CART:GARAGE / GFCIII 01GFC1 to gagelights ELECTRiCAL FLAN Past Light with O SCALE: 1/4" = 1'-0" Photo cell Center Post Light Attic Ventina Calculations Total Attic Space = 2101 sq. ft. C 3 9. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE WINDSC S anish Lakes S . Lucie County Florida betwen driveways REVIEWED F0' ''F1 CODE COMPLU-)kNCE Wire For Front Post Light Date Drawn Revisions : Sheet Comm 4 REAR 3-28-18 5-23-18 Garage floor slope and Drawn by: smoke detector revision PORCH C.C.U. F -I 15-159B RIGHT Checked bg: Impact D.R.B. OP 5 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'-0ON GENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. r.11NSl 11 T FirSl 30' Span!or less 60 degrees or less 30' to 60' Spreader Span Aj Bar 12 Tag Lint span Approx ag 4— Approx 2/3 to Ls 1/2 of Span REFER TO BCSI Truss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. REFER TO BCS Truss must be set this way if crane used. Truss on example, your truss may not match Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AIFR HAIVIllt—Ill lt NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector ails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS `r IIIIIIIIIIIII upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=l/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 BUNT FOR TEAT MODEL. _ ARRANSE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A Do not Etand on trusses until they are braced per BCSI & properly nailed to straps & hangers I 15,_3„ C L 19'-9" 191 15'4" I INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF ll ABOVE FINISHED FLOOR .- o to s- 1- I Jl x Jt i. J3 J3 J5 J5 GRA A Al 1 1 /1 I A2 /1 A3 A4 a) io A5 AS 1 A5 I 1 A5 A5 I I I A5 14'-9" 3" 2" I A5 I A5 2. 21 J /12 A5 A5 -- ^ 1 117/1 ih N A5 1 s I A5 A5 Z Is A5 A5 1 A5Is -- -- --—�����-- -- -- — -- AT ' AT "' INVERTED "V" WEBS AT CENTER o WI B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U AT AT a ATAA B fN e T SETBACK BOSTON HIP BHA I� J5 J5 J J3 J3 J1 J1 PORCH RIGHT I�I�I�I�I�I�111�1�1�1I Iffi®�®��� losilk";�.�I. Igo QWX !aa�!l�l ��� �� o��I rl\ L��1: f�����_� L INVERTED"" WEBS AT CENTER Vie B.C. PANNEL. LOAD W/ (2) Ill �ilt,l i' CLOU�CSED AREAS ARE OF / SPECIAL CONCERN & MUST BE I CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM PLANS. 1 1 I 1 1 1 4� GRA IOSION HIP i> BHA �ht"I, - — �TRUSSESCANOTaEBT �AON AL THIS AGREEGREEMENT The legal description of the AroRED MENT IS SIGNED; R p "are the busses will be installed Is: RETURNED ,The undemlgnetl acknowledges and egress: l: T1r,17e will be mad; In stria accordatrce alth tills W98 placement dlag layout, which la the axle authority for determining su I. All dimensions In this teyout have been env rill fabrication of Ne trusses. .3. Unless wdttan notice b preNded b rifled by the undersigned. Oilor delivery me undersigned agreeaen v no°d mall to Chambers T each written notice la hrmished Chambers True° �0oh8 °° NB8 within tan (1g) 'to begin repelre roqulred, or to aobsV c4 oth shell have th II be lowed. In the event 4. The underelgnsd acknowledges receipt o/ C°SI �.a03Caummary heal b .N,I & In'Ich 6. Dedvery 4 to Job she, It la the buyar'e'roa n Y v'/TCA. daMery. Chambers Truss has the sole autho p0^alblllty to make the job she euhable for portion oflhe Joh aft° for dalHa rl�'to determina the suitable of The buyer I° reaponelble for ad donee dellveTNss will be responsible fo! dump tlejwe de oh a baeause Job she la riot prepared for tlelW °�B^8BS d Chembere True° hoe ry only. 9uysr k responelble to Chambare Trues fa or buyer Is nol prepared for delhre to redeliver d. Pike ae shown In paragraph 7 yelpµ, towing costa due to etta oontlltione. ry of trusses. 1hle.leydul A S60 per hour fee (or reNalona maybe cha change H any char 7: 7hls� le a PURCHASE ORDER to Chambers• Truss of the sum a Bee ere, made In reed by Chambers Tryea. Agreement a reaeonabla price. Invoice wig be made on dalWe and old on delArery. Invoice greed to. or h nA dell of fabrkated muY be made at scheduled date bf delvery Palo aoxep' ahomey'a fee for collet ej� �eM otlBe lg^ed agrees to pay Chambers. TNsa reasonable chaise wltl be added for ell sums not peldwldreln^tem,glmey made, L92 r/, e. Slgnatum or Inldgive Par month aenlce nYa'hea on this sheet ppng(inrtas agroement to all terra haro11 ln. g. In conalderetlon of he am base a#ending or it }o, them material the underelgned mtcontlttlonagy pusrontaes payment when duo of any end all Indebtedness dab Trusss11by any anOty receiving motorise and We untlarelgned agrees to a aciple dnesa Including aq1, fees, d default In °w'� to b10 Inl- Payment for matedal e Y the 70. In the event of any Irylgat(on concemin made by the r payment referred to herein, g this agreement, Me demo famished hereunder e Saint 60d° ooun parties egms that the eofe venue for any such hereon dill 7 f. Design responslbllltl edam aeponslbllttlee For Cone- on U Using Metal plot nConnnedard ctetl W0000d Trussea0ufdellnes On NSI/rPiblild ,4.2002 %TED .3NED FOR TITLE niml��P�' Bcsf1-0s"rop,egen<W,+A,$der„age, P Ply trusses must be /aatoned together per engineering before they are $et; }allure to do so can msult.ln roof calliopes. Temporary and permanent bracing are required and can save life and Property and Is the responsiblllty of the truss erector. Study the contents of the In}ortnatlon packet Included on delivery before setting trusses. TtUlm mtstbe$OaW braced p — Trusses must be set plumb and qu�g Do not set bunks or stack of plywood roots other concentrated loads on trusses g material or any this can cause calliopes, _ DO T SET TRUSSES USING THIS L4 YOUT USE LAYOUT DEUVERED WITH TRUgSE3 TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercei Florida 34982-8423 80 Fort Pierce 72 20-551-5932 Vero Beach 772-569.2012 Fax 772'�"g711 "! m•-. Ile., aeec 'Stuart '772-286-3302 ' Telres�AM It presentafive'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 approvaf covers general roof shape, review of'. truss strapping, and loading on structure from gra - their res cty and uplift loads and ve locati ns.. Approved By: Date: Brad &ne Qradon A.I.A. A 92.0/93.2 MITEK 4.2 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. o Top Chord Live 20 Top Chord Dead 7 4.2 N ' o Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 w I H Duration Factor 1.25 rq Z Wind Speed 165mph m T Top Chord C.B. Sheeting by builder. 0 R Bottom Chord C.B. Sheeting by builder. y 0 Highest Mean Height 16-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.U.L..=Kestraininq Dead Load C.B =Continuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Designer and/or Engineer of Record. LlChambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 v, FOR 14-4"l< 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 M11392 / it as