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HomeMy WebLinkAboutBuilding plans, 1710-0505Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.26" ring shank nails spaced 6" o.c, at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete SLOPE block construction 5/8" thick x 8"W cut Flnlsh Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT E LEVA70N Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 911451,12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 SLOPE 4 EGRES EGRE.5PER II 3 3 - - - - - - - - - - - - - - - O'-O" -Finis 5/8" thick light textured \ / /� I stucco on typical concrete RIGHT E L E Y A T I O I block construction SCALE: 1/4" = I'-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method EXSpiration Date Design feApproved Pressure Tests 1,2,3 1,4 FL# I1499.2 Single Hung Series 185 MI Windows and doors L i9. x 3 gpcane u!/ miri. pane�r�ton et = rom eac,i caner end L o.c. thereafter thraugn PT �uck loco sold mm 2.5" edge distance in strict adherence tilled product approval. ± 60 psf A 16-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width L'-O" max height DAB nu • to eorrcr.te wt i w nrt. ass bar v.,t. awq s/e x c Hut. Huc a,.a..ncho. ae s a.c. h 1.26' ddwe uuMrs ehh nn. 1' . dntane.. Imtel tr k to buck rep (D 6/IL' x 15/BS fall thread sereu in euh Lt.' .t awntek nn. d 1.6 edge distance - GC to strictlydh aere to product approval rovnle VI6' nut new, onevirts. 10-9-21 + 50.0/-60.0 psf FLU 16614.1 Fiberglass DesB Smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max from corners and I1.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and doors L i. x 3 pcona i. enatration at max rom eac�i corner end o.c. al &ou1le row t�areatter throng PT Buck into solid filled CMU wall maintaining min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Daperation i ofproved eApPressure Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" x 2 3/4' tapcons with min 1 114" embedment penetrationinto eachmull to clip using (4) 410 x 1.25" cheMulll Cap shown tapping P P product approval. + 118.9 PSF _ Roof FLU 11651.12 5V Crimp Metal RoofingGulf Coast Supply and manufacturing 2G ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screw& with self sealing washer at 12" o.c, max seating over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and 0 and laps fastened with corromon resistant tin ceps and with 1.25" ring shank nails &paced G' o.c. et all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment deter on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at 6" o.c, screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12" dia. x rind nails with /8" di d +55.0/-35.0 PSF Hurricane Panels Flu 15014.2 24 Gauge Storm Panels Global Protection Pdts LLC Products Install using 1/2" dia. solid set lead anchors with 1/4" din.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 I/2" o.c. along the bottom and 13" o.c. at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet -------- 7 12 SLOPE ,IC 5/8" thick light textured 5/8" thick x 8"W cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVA70N 12 4 1 SLOPE COVERED PORCH Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ID ST. J'UCTF, COL�TV RFViENN ED FOR CO REVIE'VN'ED BY DATE �!LSTBF PLANS.A\D ] OR NO INSPECTION \\'ILL BE 0'-0" = Finished Floor rik SCALE: 1/4" = 1'-0" All WNLIO ZiUexSES La 9� WITH13Ce MUNN ON ALL OOW UIlML INSPFCT CONCEALED FASTENERS Oa ATTAC' ARE TKE F� SPONS:SIL T`( OF 1 CONTRACTOR OF EicCO3D "M�"I PL n iMr)I IIuedE�rra 11IEWlpEDgyH�rLQ(� Y 3 nla� MAYBENEC�iANY `6R it? M (.APBTdAakh snAye, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Bid nails. Substrate to be 19/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. IN oil 10 7=11 , , 5/8" thick x 8"w cut' coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at W' o.c. base -board � 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Braden t Braden AIA, FA Wgnne Building Corp. Architects - Planners I I E WI I �1 IDJ CIC S.E. Coconut Avenue Teell (112) 281-8258 H T Fax : ('112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL S4996 #AACOCCOS2 SCALE: 1/4" = 1'-0" e 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity. 10 mph ultimate Mean oof Height: 11'-0" Roof Pitch: Internal Pressure Coefficient: ±0.18 TF*TCN SubJectability to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2A DL+LL; DL+0.6WL; O.6DL+0.6WL Components i Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 pat Components E Cladding Wall End Zone Width: 3'-4" Components d Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 pat Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yes = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detals Provided? Yes END ZONE Minimum Sod Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: - Corner Zones APPROVED SHUTTERS: X IMPACT GLA55: BOTH; NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 psf FLOOR DEAD LOAD: 1O sf JOB ADDRESS: n11\ (S)1\,C- q;��C' - Model: Date Drawn Revisions Sheet Comm # REAR 5-9-I� Drawn by: j ' PORCH c.c.u. I V LEFT Checked by: D.R.B. OF 5 y, JO % OiM►'K' FLOOR FLAN C� Recess top plate for x 3/8"d 4" steel support engle angle CRASH POST DETAIL sae detail on this sheet TYPICAL NOTES; SCALE I/4" = I'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter Proceedin with work, 9 steel crash post. Floor Steel countertop support angle 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with 4 - 3/8" expanslon bolts Into Install 6" from each one in center of end and counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t SO ksi steel plate) see angle detail a minimum IAOO P.S.I. fiber stress. 6" 1/2" drywall 4. No dissimilar metals to touch. 2y," 2'/," 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r;' y, 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 0 Counter top - verify type with contractor Base cabinet 2" x 8" wood studs at 14" o.c. 2" x 8" PT wood plate 6. Drywall at ceilings shall be leveled and attached to bottom chord <3/a (D 2�' KITCHEN ISLAND FRAMING DETAIL Of trusses with Screws per FBC R-102.3.5. `�i 2,i" Attach buck to block wall with 1. ALL wood in contact with concrete shall be pressure treated. 0 0 1/4" die. Elco conic screws with min. 1 1/4" penetration at 12" o.c. max S. ALL wall dimensions are nominal and not finished wall or stud dimensions. ,,, and 4" max from each corner thru 2" x 6" PT Buck 9. ALL plumbing fixtures to be low flow. Exterior face or way I 10. Contractor to Provide Drain at water heater in accordance ariea with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for #8 wood screws thru jamb into buck handicap accessibility requirements. 2%," 2%," at each hinge and 15" o.c. max and Detail at Door prior to door attachment 12. Lowest finished floor to be set by Governing Building Department /' 6" /' NTS 13. surveyor t0 Set in field. Separation between residence and garage shall be per FBC R302.6 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door SILLPRIOR TO BUCK LOCK INSTWater Heater Installbuckinto 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 conwith 1 I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max IL. Wall and ceiling finishes shall have a smoke -developed index of ot greater than 450 per FBC R302.9.2 Exterior face thereafter andtalllaper pr�e0t"approval 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R31L - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 CP Buck nailed to AO, C1002, C1041,C1111, C1118, C1218, C1395, or C139L and shall be installed block with case hardened nails Detail a t Windows prior to window attachment accordingto the following: (FBC R702.3,5) 1" x 6" P.T. Buck nailed to NTS 9 Masonry Beam block with case hardened nails / prior to door attachment Drywall Framing Max. spacing Thickness Location Orientation Member of fasteners Neil sizing options for drywall Spacing installation of into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12° 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long i �2 annular -ringed or 5d cooler nail OR 0.080" dia. x 1 5/8" long with Walls Either I6" 8" I6" Direction 15/44" head OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceiling 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 cooler nail OR 0.092" dia. xx 1 1/8" long with Walls Either 16" 8" 16" Direction 1/4" head OR Gypsum board nail 0.0916" dia. x I 1/8" with 19/44" head. 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 1 1/2" penetration at 6" o.c, max. from each corner and 20" o.c. max thereafter at sill per product approval I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment 7777 fixed door sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall ---- A118.1, A118.3, A136.1 and A131.1 77, 1/2" 20. Cement, fiber -cement or glass mat gyM psum backers in accordance with AST " C1288, C1325, OR CIIIS and installed I.A.W. manufacturers recommendations shall Bottom Track Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation including facings such as retarders or vapor permeable members installed block with 3/16" tap -con with S l I d i n Door 11/2" penetration at o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 9 D t a 11 from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyng smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance with ASTM E 84, At Masonry Wall NTS Insulation Shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM 1)(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 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 \ Simpson HETA 20 or equal with (10) IOd ox la 1/2 each 1 24" o.c.) supporting Max ISlolbs. uplift I- 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip —� " \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses /2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont, in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (U #5 using 1/8" dia shank x 15" long gals. bar cost. for bottom row over openings roofing nails with 3/8" die. head per product approval - see chart sheet 81 1/2" drywall over I" x furringg strips a 16" o.c. with R4.1 Pi-foll insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete and shall meet all pertaining ASTM codes. block construction OD Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Cx(" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade r - � IIII— IIII it Ili =IIII 11 IIII=IIII I I I � I i, „ —IIII IIII 14 x 14 Concrete footing 14 with (2) #5 bars cunt. and #5 TY F I C A L SECTION transverse bars at 48" o.c. Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%"x 4'-6 ia" 54%a"x 54Ya" Single Hung ZONE 4 2. 6'-2%a"x 5'-3%a" 15" x 634, Single Hung ZONE 4 3, 2'-2" x V-2%,' 21Y2'x 38%" Single Hung ZONE 4 4. 3'-1" x P-3%' 38" x 63'/4' Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint Jnd mullions per elevations. LL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered rough opening dimensions to be verified by contractor h manufacturers specs prior to construction Door Schedule M1rIkI S1Ze Rough Opening Door Description PRESSURE ZONE 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-0" X 6'-81, 4r7 x 83s/;' Fiberglass Panel - Inswmg ZONE 4 6'-0. X 6'-81, 14" x 81 %," d .1=ta' Sliding Glass Door ZONE 4 2'-0" X C-a" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" 2'-6" X C-8" Solid Core - Wood - 6-Panel 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold Cs 2'-8" x C-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - 6-Panel T-0 X C-8" Solid Core - Wood - 6-Panel - BI-Fold ALL b GARAGE WITHSTAND All wi Exterior doors to withstand pressures stated in permit info x on sheet 91 DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 rough opening dimensions to be verified by contractor h manufacturers specs prior to construction Verify attachment hole location with GC prior to fabrication 3/e" steel 2" 8'-10y2 2 N , ° E] ol I I IOE EE EE E EGRESS E Filled cell under girder above PORCH Q � E O WIRE LATH t STUCCO E I CEILING o- 19'-9" I6'-O" 3' q„ — E MASTER N O c o BEDROOM E _ 00 E ° 00 00 urj E 8'-O" A.F.F. co ary Flat Ceiling v I " _co O O O I I O Vanity to be 34 i2"high O 8'-0" to 9'- " A.F.F. _ Vaulted Ceiling T Rod t Shelf ED E19'-51, - 4, r 1' 3 4„ 61-41, o GRE=At ROOM � m E , OSE� ° I a1 q)m A ° I'-1„ L — _ --- H.B. '" � a� a N Rod t Shelf E I LL I °' WA5HER DRYER 2" UJI E I LAUNDRY 1 O 8'-0" I o 9'-8" A.F.F_ in O iv U, Vaulted Ceiling I'411 DINING 0 0 I ROOM Vanity to IS I 34 y2"high O p E I counter to s to T 3/8' thick steel P Iq0„ overhang wa I L5" v in I I cou ter top supports 5'-31, counter to s to eq- eq overhang wa 11.5" 6 , ® to _ _N m Q O PANTRY dp C CAB i-- I DW 1 0 0 +41" high wall I I I E I KITCHEN 1 1 _ 8'-0" to 9'1" A.F.F. O_ m Vaulted �eding 1 Upper cabinets to extend over Ref. ICR WAVE O I NON VENT REF. ° 38.7 9" CLEAR 2. H.B. L — — O — OPENING Vl�k W.H. —ii Batts insulation O A/C Provide auto $k1 E 4"0 Steel Ballard closer E see detail on this sheet C Uj r 22" x 54" ? / Attic Access ,Of O I_ -with light _- 3 Y Q O 8'-0" A.F.F. L - Flat Ceiling o ARAGE O Block wall in garage to be O E MT E N struck block E 2'-8" E EMERGENCY E r - ---------------i EGRESS O I I I I I I r I I E i I I � v I I 0 it I I I I � I I 00 E E 00 12" A 2'-8" - I 9'-0" T-8" I 6" COUNTER TOP BRACKET DETAIL SECOND BEDROOM 8'-0" A.F.F. siIIJ- r Flat Ceiling 12'-8" li O THIRD BEDROOM r O I Flat Ceiling \m 12'-8" U R—II Batts Insulation Provide auto ISO Amp closer Panel J t I I li I 1 b (GOLF CART I I GARAGE I 13'-O" I I -8" 9'-0" T-8" O 101 Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Scale : 1/2" = 1'-0" 1AU'cii", e ,. 12" x 12" concrete column block filled with concrete and (2) #­1 bars Vert. kl tied i Intn I1n+01. avo 2. c GI 5 0 a ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IO ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12. BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 16. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 171. FCLAD/470N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, it A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 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. SOII conditions assumed to be 2F300 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.... S. Contractor to provide filled cell With concrete and I #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 �'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to See plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy Of SOII 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-307 steel. mil. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. G tt5 bar Vert. w/ SEE TYPICAL 30" overlap ECTIONS at each filled cell 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill =I IIIII�I <,14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" TYPICAL FOOTING DETAIL MERK02 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Y 10" `-(2) #5 bars cont. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN 12' x 12" concrete column block filled with concrete and (2) V bars vert. tied into lintels above Top of footer 16" below finished u SCALE 1/2" = I'-O" Verify house slab height in field SCALE: 1/4" = I'-O" FOOTING SCHEDULE Mark Size Description FI 14"W x 14" D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1211W X 14110 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET Q 30" x 30" x IG"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"111 x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 th With With Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 0 STEP DETAIL ON THIS SHEET Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one #5 bar continuous 6 xC 410/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill GRADE\ in�YIIGi�' Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic 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. \�- w4/ PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" #5 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL .6>SECTIONS� Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR �{ slope. 6"xb" 3;10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted/termite treated fill n" 61 P P .gt\ .. I1I111— 14�30"x30"xl6" concrete column footing with (4) #5 bars each way 30„ 1 COLUMN FOOTING DETAIL EI- "I I— III—i 14 w x 14"d concrete monolithic footI ng with (2) 45 bars cont. 14" ARAGE CURB DETAIL �0� 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. t-)=TAII AT G" r-ACDAr-= C. 7 = = n/)IIIAI 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam ouble Filled Cell Column NTS Conic. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS 0 8'-10%2" 2" 8'-10%" S12" \-n - F ___l N __ _____ 00 OO 1111 iii�00 00 4 L— 44 r FI T — Filled cell under I girder above o I FI I I o 0 1 4 p Rear Porch Slab to W — be L FI poured separately I a0 from House Slab. O I v I J Thicken footing to O I 24"w x 14"d x 24"L under filled cell — 00VIunderer bearing.uc) —ao n.0 Rear=be flush with bottom of sliding door recess. Slope I" 4" concrete slab with fib Zm I 6"x6" 410/10 WWM on 6 mill Visqueen over I H B � clean compacted termite treated fill I O I- N I o LL o I o �l I �- WASHER DRYER I I FI �- OI to i I II -i I -i I ° ■ I I FI I I o r oI I° o O w_ 0 1 DW I TERMITE TREATMENT REQUIRED I o I o I 4" concrete slab with fibermesh FI I 4"x6" 410/10 WWM on 6 mil Visqueen en over I clean clean compacted termite treated fill MICROWAVE Q° H B O REP O 38' CLEAR t�i� OPENING 00 A/C F #1 O 4110 See Steel Ballard detail on this sheetul I I I I' �I I Q� I W I I I I I I� o N I I FI I O I Meter and panel Q il — — o — — — — , n either side of O O O OO ouse field verify service location I I O �n o ry I° I� m I l O St pIt I I o to I I __ � z I �IF O I I lL I _o I ZIL o 00 O 1.5" Recess for O OD ' — — 00 O LE;" Recess for O OO Garage 7oor in Garage Door 9'-0" T-8" 6'-4" '-8„ 91_01, 2,_8" 35'-0" SCALE ��w01 SCALE 1/2" = 1'-0" Own Is • . • • - Is . • • - Provide Ke Area Edge Field Fastener Pressure Zone I 6" 6" Sd ring shank 'f5 psf Zone 2 �" 611 Sd ring shank lie psf Zone 3 �" �{" 8d ring shank 84 psf ** Zone 3a #8 wood screw 112,5 psf #5 bare with min. 48 bar diameters overlap Into beam. Tie felled cell steel Into continuous beam block steel \-, Provide Cast -Crete -" _ '� SUS-OB/OT precast --- lintel set in mortar Min. 8" Bearing Verify with Plan Concrete 12"x 12" Lintel Column Block v#'1 � Reber Reber 48 Bar Dla. Min. Overlap Column to Llnt&l Attachm&nt NITS 1 Provide tt5 bar set In pre -cast ROOF FLIII Scale I /7" = I' lintel Into beam where length of the opening calls for it, — O L I u ovide PT Suck .ached per iamb ads Into filled c 4" Pre -cast SdI % ver angs at I —O unless Otherwise noted on — Roof pitch at -4:12 unless otherwise noted on tl — Truss shop drawings to be provided by manufact — Any changes to this plan shall be submitted to architect for approval In writing prior to starter — ALL TRUSS TO TRUSS CONNECTIONS B' TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Felled Cell — Contractor to provide for Form Board Survey Form Board Survey to Truss Company prior to Aluminum Provide tt5 bars with min. 48 bar diameters overlap In filled cell. Tie filled call steel Into continuous footer steel.ZI LL CL 77 to W t19 o Strap trues to wall using Simpson MGT 5/8" ilia. threaded rod with min 12" embec into beam either wet set or In epoxy Simpson HETA 20 hurricane anchor at each truss Co crate Anchors Per I �• Me uracturers Space Poured Concrete or concrete block well I/9"Mint N _ • I " Concrete rooting n ,n = (see footer schedule for exact sizes) 1O ', L•4 BI DETAIL AT WINDOW OPENING IN I Aluminum Panel — I n � U Sizes per manufacturer 0 fp � I � CBS WALLsale: I/2"'" �'4' � See Topical Stud Detail " t_ I I —to I 1 LIJ ` a IT BI � N a) j SINGLE PLY REAR GIRDER TRUSS l/e" x 3/3T Wing Nut w/ I M appropriate washer and spacing d/ I o v per manufacturer's Dateda � C V rom gem d.043' � aS Ned 2 x 4 blocking to vert. le of O94° E � ap a truss with IOd x 1.5''nines at 4" o.c. m U ty B X v Install Simpson MGT Into wall using a 5/8" die. threaded r set min. 12` x n J O Q) Into wet beam and (21 ) IOd Walla Into truss ' B I L 2 2 :�•' a, �, ,, I AULTjED EA Stud Detail � �11I a � Poured Concrete or I NT9 � O W � � concrete block wall \ I Stud w/ Die Cast Zinc \S n Nmkel Plated Wmg Nut =.t 'R N yr u.l a3 Q C C U — ,, v Concrete Anchors Per =. TRUSS BLOCKING DETAIL OOManufacturers Space AT GIRDER STRAPPING LDS E� AT CENTER BEARING POINT Flush Mounted Shutter Detail E v nts /8" thick light textured stucco Installed per ASTM C 926 over ASTM D type 2 paper backed wire lath Walled to substrate through one lager of ASTM D TggPe 2 felt paper using ed Halls. Substrate to be Iq/32' COX Plywood Walled at 6" o.c. In field and edges with IOd ring shank Halls Into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL tt11651.12 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 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 sheetle \ Additional Precast Lin el tts bare LINTEL Lintel Bar Gear n u A u u B ": �•�f;>!�� Length Length Span Bars Bars of CLEAR 2'-10" 2'-8" 2,93 none 3'-6" 3'-4" 2'-2" 2,43 none BFB-OB/IT BFe-IB/IT 8F8-IB/2T Additional 4'-O" 3'-0" 2'-8" 2,43 none tt5 berg CLEA ;;'';�+:� <`•:T:,: 4'-6" 4'-4" 3'-2" 2,43 none •" One Rau of "H" '•.4� 5_4" 2„ 4'-0" 2,43 none Block Above {r;•. none Precast Lintel I Additional i 5'-4" 2.#4 none tt5 bare 6'-2" 2,45 none BFIL-IB/IT 8FI6-IB/2T 8'-4" 7'-10" �'-O" 2,#5 none NOTES: ALL reinforcing steel IS grade 60. I. min. coverage of steel=1.5" 2. min. bearing required ® ea. end=8" 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steal Size Top Steal S"a Max. Gravity Load (PLF) Max. Uplift Load (PLF) May- Lateral Load (PLF) L22 2'-2" 3'-6" 8F8-OB/IT I tt5 30,111 1549 1024 L31 2'-L" 2'-8" 4'-O" 8F8-08/IT I tt5 25LI 1343 "163 L45 4'-5" 5'-10" 8F8-OB/IT I tt5 1105 909 339 L50 5'-O" L'-6" 8F8-O$/IT I tt5 1238 835 121 LLO 4'-8" T-L" 8F8-OB/IT I tt5 1011 121 534 L80 8'-O" 9'-4" 8F8-IB/2T I tt5 2 tt5 152 591 512 L90 9'-0" 10'-L" 8F8-IB/2T I tt5 2 45 443 530 401 L90B 9'-0° 10'-4" BFIL-IB/2T ONE I tt5 2 tt5 1533 1183 401 LI00 10'-0" II'-4" BF8-IB/2T I tt5 2 tt5 582 494 452 LIOOB 10'-0" II'-4" SFI4-I13/21' ONE I tt5 2 tt5 1366 1028 452 LI20 I2'-0" 13'-4" 8F8-IB/2T I tt5 2 tt5 41I 428 324 LI20B 12'-O" 13'-4" BFIL-IB/2T ONE I tt5 2 tt5 1015 110 324 LI40 14'-O" 15'-4" 81"1 ONE I tt5 2 tt5 1250 609 259 LILO I6'-0" 17'-4" BPS-IB/2T I tt5 2 tt5 300 192 194 LILOB W-O" IT-4" BFI6-I15/21" ONE I tt5 2 tt5 950 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL 8E FILLED SOLID WITH 3000 PSG CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INi=` HETA 20 or equal hurricane anchor at each truss with (10) IOd x I I/2" Halls — ( 24" o.c.) supporting Max, 18101bs. uplift Aluminum Drip Edge t Fascia 2" x 6" 5ub-F 12 ' I/2" thick stucco on attached to horizonu 12 Prammg with Halls or no leas then I-3/4" horizontal wood framer into vertical wood Pr Kaycan full o vent vinyl soffit Installed tieing I/8" ilia shank x 1.5' long gale. roofing Walla with 3/8" ilia. head per product approval -see chart sheet ttl 12" x 12" concrete column block filled with concrete and (2) tt1 bare veri. tied'_� Into lintels above thicken edge to 8"x8" with concrete and one tt5 bar continuous BEYOND Top of footer 16" below finished floor Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd Ile at each web hi -rib lath vertical wood a to provide .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 4 5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation peen � ` n Brace Gable end with 2" x 4" SYP tt2 aft back Walled to bottom of top chords using (2) IOd Halle at each trues RE -ENGINEERED WO ® 24"o.c. TYPIC, ( shop drawings by manuf "\R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cent. In each row. Substitute precast lintel filled with concrete and (I) #5 bar Cont. for bottom row over openings I/2" drywall over I" x furringg strips atI6" o.c. with R'f.l fi-fed Insulation on typical 8" Block walls All drywall to be installed per FBC R102 i and shall meet all pertaining ASTM codes. D Mortar to be Type "M" oney proportioned and Mortar points shall comply with FBC Provide Our-O-Rock at all wet areas (ex. FIII cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermeah OR L"xb" 910/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fell IIIII�II IIII n-II���' III- 14" I petal S�ctlon at front porch Scale I/2" = I'—O" hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift PANEL "A" circ# Description Wire Load Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 2 3 4 JBRPoles 2 30 4.5 kw #10 40 gal. water HTR 5 L Ran a #G 12.0 kwI1 20 1.8 kw #12 Pump 9 10 Dr er tt10 5.0 kw 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is It. Refrigerator 912 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts 912 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 2L Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 15 #14 General Lighting 29 30 Recepts #12 20 1 1 Is #14 General Lighting 31 32 Recepts #12 20 1 - 1 15 #14 General Lighting 33 34 Exterior GPCI #12 20 1 1 i5 #14 General Lighting 35 3L Bathroom GFI #12 - 20 1 1 20 - 412 Smoke Detectors 31 38 General Lighting #14 - Is I I 20 - #12 Bathroom GFI 39 40 General Lighting 914 IS I s are 41 42 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General Lighting (3. watts sq. ft.) $mall. Appliance. Circuit(s). , , , Range......................................................... Refrigerator ..... I ... I .............. Microwave .........................................................I....... Dish . Washer ................................................... C(othes„ Washer .... . . . .. . ............................... ..... Clothes„Dryer... ......... ......... ....................... Water, .Heater, , , .. ....... ......... ........................ Water, Pump ................................................... .parage Door. Opener .............. 1135 3 5.205 2 1,500 3,000 1 12,000 12,000 I 1,200 1,200 1 1,500 1.500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4.500 4,500 1 1.800 1 1800 1 810 810 Total Watts 31.415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,946 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Sj Double Pole Switch ® Egeball Recessed P6 Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- Wall Mounted Light =E)F Waterproof, ground fault interrupterLight with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 2 `F1 Carbon Monoxide Detector Flood Light TD Thermostat m Electrical Panel © Central Vac r=ti Electrical Meter Qs Smoke Detector Ceiling fan © Television Jack Telephone Jack A DI C A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up ❑I Intercom ®= JUNCTION BOX TO SUPPORT A FAN C = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. is. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFRA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C RefrigBrant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, teftIrl and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase Of Installation that may have been damaged, 11. It 15 not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order, 18, All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. SEE ai for disc. 150 #2/0 Aluminum feed AMP I ih' Conduit PANEL 21, PVC IFP 2' rigid service FPL I Bare 11 cope wire to #5 cont. Pegar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. lugs. NTS manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 Vent thru -Soffit Install oulet under disc. not shown for clarity Wire :For , Front Post Light MECH;4NIC;4L L,4YOUT O= THERMOSTAT LOCATION SCALE: 1/-4" = 1'- O to Post Light with Photo cell Center Post Light between driveways ELECTRIC FLAN SCALE: 1/4" = 1'-0" Braden It Braden AIA, PA Wgnne Building Corp. MODEL: Date Drawn Revisions Sheet Comm # Architects - Planners 5-9-I1 411 S.E. Coconut Avenue � f� � I I I I j� � j"1 � O � THE �l D REAR Drawn by: 1 IRB Tel : (112) 281-8258 W i PORCH C.C,U. � _ � � � _ I � 8 Fax : (112) 28�1-8283 E-mail: bradenaia comcast.net Spanish Lakes LEFT _ CD Stuart FL 34996 #AACOO0032 St. Lucie County Florida R.E3. OF 5 .10 A=LIFE SAFETY WARNING This'sy bol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE I JSSES ARE TO BE SET A: 2'-0: ON CENTER CXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE S ENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. lil DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span!or less 30' to 60' Span Sprea er Bar ApProx 2/3 to 9 'r �ine ~-1/2 of Span REFER TO BCSI must be set this way if crone used. I This Is an example, truss may not match. r _ Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A f Ilin-zz- 1-1 "F-7:>111—Fz2 IVOTIF== UNLIESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR A� OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CO SULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder F�°r Truss to Truss Connections see Hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS j.. »xoon tAyCXIT CORN�R DETAIL 12 400 2.00 12 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL : TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE `:HIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MOI)EL. --- ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTHu A �► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L ; I I 15'-3" 19'-9" 19'-9" 15'-3" I C L G i®I®I�I�IMI�Imi= \I J5 J3 J1 Vj INVERTED'T WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) �II �II III �II 14'-4" 6'-4" 14'-4• — _ — INDICATESLOADBEARINGREQUIRE D BY TRUSSES SUPPLIE) BY BUILDER PORCH RIGHT CLOU ED AREAS ARE OF ATAHEI �HTOFB'-o" / SPECIAL CONCERN &MUST BE A13OVEF'NISHEDFLOOR CHECKED CAREFULLY &MAY t INDICATE DEVIATION FROM J* ��—PLANS.^ �••�_—�� I l l I T `f� GRA BHA The Architect's or Architect's repraeental shop drawing approval Is NOT a The c "double check" Of the contractor. ontractor shall rernaln responsibl for checking field meaaurem other construction ants and criteria• Architect•I approval covers generalrool shape rev approval of truss strapping, PPI^9, and loading o, e from gravit their re r and io loads an ctivo locatations. Approved Sy: Date Braden 8 Braden A.I.A. ,A• FABRICATION AGREEMENT - Tg1188E8 CANNOT BEBTARM ONTIL 7re8 ThekpddesvlptialetthepropertyrUwettubus asM' aRETtAtNED III Tie t. Trawls eg Des ms' wilt Oi Onns Y re atarew In this byag bras bow A. Unless tvdibi noeos b Podded by te'" alated mY b Chastain; . � aAbnof lneeo. Y GWO" Put no beabsedrdtrpn Tna. ew, and b begh repairs raWked, orb s gtrabers KK here area (�j days h eAkb 6 do no ea s'"I la Jed .Ip,�0101p'y 'SCSI t-0Or ammnp altar by TPI a WTCA, Chambers Tas im sfs ads supgd4,' pa �oftl�isJob elpela III .n,a b00 uyer b raaaoruble jar additional trues ea be respalsab roe disnp deirary a*. becsrws Job eat b not prepared br dstkay b, b n tCherall ws Tress he b redebv . �'Q Pits ee''il' b tbsrs 7Ma br IowYp oosia due b Woorrdlyyt °f �' this 1e1'out A SW per hhar�t� 7 below b wlbimw y b, b ylage If any durgee sn nods 'aysenwi ■ rsnoriaNe .7� This- Is a PURCHASE ORDER bid charged by ChwarbargTaII - �n'bea of aPeed 14 a it n - on rbirery. Invoke °elsds ' brooks ea be nude m d scheduled did, "myandpow �ere of dslvay dr fabe"I staem. Ths vbws a to silortieys (ee ior dclad t oWtr snot i Per . dWe>pay Truss, mmocrabm edSonsturs, or �brel ' ah cauaerstlal a Chenille, MatnatlereTn" adra this W" °a OW"a t to ad bnal rarest Parauni when for els nubdal the andandared MaY and all to indeblsdrufa 4rd�Yg al�taep kf, lfda4R h Id to mud qe°s b p'y grgr rsclpwL Payrnad br m.tabl ee made M m. YR h rise coaled to �, th ca,cyny g oft ap eernard, On items lrnW d - ber Said Web Co nI Fla�'ps, varsm'eraa dot Ins cab venue tar any suds action Will 11. Dart. umldaa ra pa'Nadaw &-W d And ASISVIWWr't•A4-20 - Matta Plate Connected ressea ailse On - SlGNED � 1 p afrWbem wiper -MSS- 3"bpleuarttjuyddarlge = WI.. Pro Ply trrrsses must be fastened togiti er per engineepfng before they are sei, failure to do so can rfAuttln root coUapill Temporary and Pennant bracing are required and an am Ifs and Property and Is the resPonsibigty of the bum erector. 'Stu* the contents of the Information Packet Included on doWery before setting +rheas. 7Mases muatbeaetand braoett Perdae�lt yo pte�epty ilsy3 Th"aa must be set Plumb and sgwrg Do not set boob or stack of Plywood, roofing material or arty Other cdhcentraisd loads on trusses, this can cause lxpapee" D6170T SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNER®WnH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plerc* Fidrida 308244M 800-551-5932 Fort F%me T72" l l6"2012 Fax 77246ti I l Vero [leach T72-569.2012 SgraK 772-206-M 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting .. Roofing Material Shingle or Shake 0 S Loading in PSF Roof R.D.L. R _ _ Top Chord Live 20 o Top Chord Dead 7 4.2 r o Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 TOTAL Load 37 7.2 10 I Duration Factor 1.25 m > Wind Speed 165mph a Top Chord C.B. Sheeting by builder. s m Bottom Chord C.B. Sheeting by builder. ~� Highest Mean Height 15"1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 rc.u.L =Kesvalning Dead Load C.B =Confinuous Bred Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the 40 Buildinq Designer and/or E ineer of Record. Chambers Truss Inc. Drawing Name: Ml 1392 Scale: 1/4 = 1' W82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By:_Zff_,"o/f-/is' Date:10/07/15 Revised:10/15115 ^ FOR V-40 I 14'4" I v, Ik WYNNE BUILDING CORP. PORCH LEFT DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 741670 79 4!AvIF�