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HomeMy WebLinkAboutApproved PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL WILS1.12 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 detal on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction ------------------ 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATION M RIGHT ELE\/ATION ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 UNTIL INSPECTIONS ARE APPROVED 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 deta on this sheet 12 SLOPE 14 EQUIq� EGRES PER D 3 0'-0" = Finished Floor AM 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = F-O" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TT Exsu•ation Date Design Pressure of Approved Tests 1,2,3 t4 FLU I1499.2 Single Hung Series 185 MI Windows and doors G . x apcans mi . pen et on at mex. ran cap corner end G o.c. t"�eree�ter thrag f �uck into solid filled pro walluct apnrovepg min 2.5" edge distance in strict adherence ± 60 psf A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width L'-O" max height DAB rate z to concrete rat n "a o A bar vert. mg 3ihe• . 6' Hilt HLc slew. e.9r na l�i6�L xYe" 6%6ltfdi th adepeeww m leach° brackettiwntaanns rm d 1.6 "doe detance - 6C to etnctiy adhere to product epprwei rovde VIL'11flwL "a.IW an 1.0er .hdtL IO-9-2I + 50.0/-40.0 oaf B FLU 16614.1 Fiberglass Design Pro/ Smooth Pro Jeld=Wen Elco 1/4" dia. tapcon with min 1.25' embedment at 3" max from corners and ITS' o.c. max. thereafter in head and jamba. + 50.0 PSF C FLU 15332.2 Sliding Glass Door Series 420 Mir, Windows and doors G i . x cons 1ni . enetreUon at ` max. an eec� co nor end o.c. ail tlou�Ie rau tpis as t' through PT Buck into solid filled CMU wall maintaining in 2.5 edge dddistan.@ in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method E Expiration Date Design Pressure of Approved Tests Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4" : 2 3/4' tapconi with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using N) a10 x 1,25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FL# 11161.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plgwood deck using 09 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 dotal on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vin I Soffit y Kaycaln Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using O, x 1.5" Iona rinci shank nails with /8" dia. head. + 55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLP Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" 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 ) 2" x 4" top plate ALL MANUFAl"rineS CABLES 3H U PAclunizi irvt, Sh(GC CAMP OMMO Wi H F'8CftMiQNON_ MuST Oft ctigµSAWDOWg base -board Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails 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 -� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 12 0011iWITMALLM101.10"L900ou, -4 SLOPE 12" 12" H. m s. 5/8" thick, light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction LCNCf44eoFAS AgeTHe �NfgSOq CONP�CTaq ��� ®� HE ENTS 12 .H 5/8" thick x 8"w cut, coral finished stucco bands 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill terror Non -Bearing Partition 12 4 1 SLOPE, COVERED PORCH REAR ELEVATION Gulf Coast Supply and MFG 5v Crimp Metal r,00fing 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 \ FILE COPY WC 12' H. 0'-0" = Finished Floor Jill SCALE. 1/4" = 1'-0" 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using Sd nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. -110-m-11 IN 1: M= 1: 11 pe- a � I ST. LUCIE COUNTYi3 O REVIEWED FOR CkgfQpLl 19DICE DIVI$lON REVIEWED BY �� DATE PLANS AND PE IT MUST BE KE T ON JOB SITE OR NO IN ECTION(S) WILL BE MADE nts Braden t Braden AIA, PA Wynne Building Corp. Architects - Planners IIIIII I C TelS.E. Coconut Avenue THE l.0 i I �l D S C Tel (172) 281-8258 BFax : (172) 2 8�-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart_ FL 34996 UAACOOOOS2 z 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: 145 mph ultimate Mean Roof Height: 11'-0" Roof Pitch: 4:12 Internal Pressure Coeilrficent: ±O.IB TT16P SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heave Width of Roof End Zone: 3'-4" Wind Speed. 145 mph ultimate Wind Exposure Classification: C 2:12 Adjustment factor for Exposure Height: 1.21 x 0A = 0.126 ASO desiggn :ITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+O.4LDL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: X M= Corner Zones APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: --I-S per FLOOR DEAD LOAD: l0 sf JOB ADDRESS: y Model: REAR PORCH LEFT Date Drawn Revisions Sheet Comm # 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. OF 5 FLOOR f"LAN for steel Recess top plate L"w x 3/8"d see detail o„port an gle sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" CiZ 4SH POST DETAIL N.T.S. I. Contractor to veil ALL notes and dimensions prior to 36" high by 4" diameter d h k steel crash post. Floor Steel countertop support angle Counter top - verify type with contractor 2. exose procee Ing Wit WOr . Contractor to STRICTLY enforce ALL OSHA Requirements. Flange Wlth 4 - 3/8 eax anslon bolts Into Install G" from each end and one in center of counter. Base cabinet 3. ALL Lumber to be used aRafters, etc.., to have S Beam, slab (3/8"t 50 ksl steel plate) see angle detail 2" x 8" wood studs a minimum 1,400 P.S.I. fiber stress. G"3 1/2" drywall at it." o.c. 4. NO dissimilar metals t0 touch. 2y;' 2ya" 2" x 8" PT wood plate 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. '/;' y2" 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 m 13/TJ KITCHEN ISLAND FRAMING DETAIL 6. Drywall at ceilings shall be leveled and attached to bottom chord , Of trusses With Screws per FBC R-IO2.3.5. p Attach buck to block wall with I/4" die. Elco coat screws with min. 1. ALL wood in contact with concrete shall be pressure treated. 11/4' penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. y2" Exterior faCe and 4" max from each corner thru 2" x L" PT Buck 9. ALL plumbing fixtures to be low flow. of wall arias 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 ae woad screws thru iamb into buck at each doge and max end handicapaccessibilit requirements. 2�" 2'�° Detail t a l l Lit Door prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department /' G° /' NITS 13. surveyor t0 Set In field. Separation between residence and garage shall be per FBC R302,L INSTALL ONLALL VULKEM BLOCK SEALANT AN HEADER, D 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door LOCK PJAMB, R OR TO INSTALLATION Water Heater Install windows thru buck into block with 3/I4" tap -con with penetration at L' o.c. max 15. Wall and Ceilingshall have a flame -spread classification of not greater than p 200 per FBC R302.9.1 from each corner and 20." o.c. max ate 16. Wall and ceiling finishes shall have a smoke -developed Index of not greater than � O per FBC R302.9.2 Exterior face head andtallaper productt'Iapprovalx Il All d attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT p 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. R316 - see permit info box of code edition )m 18. Gpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I"x4" P.T. Buck nailed to C460, C1002, C1041,C11-11, C1118, C1218, C1395, or C13% and shall be installed block with case hardened nails DetaII a t w e n d ow s prior to window attachment according to the following: (FBC R102.3.5) Masonry Beam I" x G" P.T. Buck nailed to NTS block with case hardened nails prior to door attachment Install SGD thru buck into block with 3/14" tap -con with 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval p O O 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 }Load prior to door attachment \ Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail stung options for installation of drywall into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/94" head 0.098" diamRtgr x 1 1/4" long annular -ringed or Sd cooler nail I „ /2 Walls Either I6" 81, IG" 0.080" dia. I S/8" long with Direction 15/44" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32' head. Ceiling Perpendicular 24" 1„ 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long annular -ringed or Gd cooler nail / Walls Either I6" 8" 141,0.092" dia. xR 1 1/8" long with Direction I/4" head OFt Ggpsum board nail 0.0915" dia. x 1 l/8" with 19/64" head. fixed door ?I" sliding door 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall A108.1, A118.1, A118.3, A136.1 and A137.1 , /2" = 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM " C1288, C1325, OR CIIl8 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 within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S I I d I n g Door Detail 1 from Penetration at 6' ." max. shall have a flame spread index rot to exceed 25 with an accompanying smoke thereafter atnjambsdper0product approval developed index not to exceed 450 when tested in accordance with ,ASTM E 84. At Masonry Wall NTS Jamb 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 #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 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 hurricane anchor at each truss 12 with (10) fOd x I rtin nails a ( 24" o.c.) supporting Max. 4 1810lbs. uplift i Aluminum Dmp �� Edge t Fascia 2" x L" 'Sub Fascia Kaycan full o vent vinyl soffit installec using 1/8" die shank x 15" long gals. roofing nails with 3/8" die. head per product approval - act chart sheet a1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar Vert. w/ 30" overlap at each filled cell ATTI PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by 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 Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall over IN x furringg strips at It." o.c. with R4.1 fl-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. m Mortar to be Type "M" onlg proportioned per FBC Ril and Mortar fonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...> Fill cell with concrete and (D #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 fibermesh OR 6"x6" #10/10 WWM on 6 and Visqueen over / clean compacted termite treated fill Grade . 4 '.. .•. I I I I E�_ IIII-IIII IIII-IIII III-IIII11111III 111 nil l 141, x 14" Cencrete footing 14" with (2) #5 (bars cont. and #5 T Y P I C A L S E C T I ON transverse basrs at 48" o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5%"x 4'-4 %a' 54%a'x 54Ya' Single Hung ZONE 4 2. L'-2%s"x 5'-3'/a" 15" x 63 y;' Single Hung ZONE 4 3. 2'-2" x 3'-2/2" 2l%2"x 38%" Single Hung ZONE 4 4. 3'-I" x 5'-3 ya' 38" x L3 '/4' Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint nd mullions per elevations. LL windows to withstand pressures in permit info box on sheet I LL windows in bathrooms to be tempered A I rough opening dimensions to be verified by contractor wa h manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE T_O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 3'-O" X 4'-8" 41"%," x 83%" Fiberglass Panel - Inswing ZONE 4 L'-O" X L'-8" 1f x 81 y2" a °itt"e Sliding Glass Door ZONE 4 2'-0" X 4'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 y2" 2'-6" X 6'-8" Solid Core - Wood - L-Panel 5'-0" X 6'-8" Soled Core - Wood - L-Panel - Bi-Fold 2'-8" x V-8" x 1 %" Solid Core Wood, Steel, or Masonite Door 2'-8" X C-8" Solid Core - Wood - L-Panel 2'-4' X C-8" Solid Core - Wood - L-Panel - Bi-Fold J L Exterior doors to withstand pressures stated in permit info on sheet #1 RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL HSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 rough opening dimensions to be verified by contractor manufacturers specs prior to construction Verify attachment \\ hole location with GC prior to fabrication 3/8" steel 12" 2" 8'-10/2" 12" 8'-I0S'2" 2 tv O O Q°I I00 E EGRESS Filled cell under girder above I PORCH ° WIRE LATH t STUCCO CEILING a 19' - 9" 3 9' ° MASTER ry © o BEDROOM ° ODI L!JIL!°O ° ❑ 8'-0" A.F.F. I Flat Ceding � I I O1 I O Vanity to be I 34 /2"high 8'-0" to T- " A F F 6" X ted Ceding-'7111111 T Rod R Shelf m GREAt ROOM NI J 1 0l OSE� I oc 1 °° I dj- Rod t Shelf I I _ 0 31 WASHER DRYER 2" I in S,_3„ O LAUNDRY I in O 8'-0" o 9'-8" A.F.F.Alliv Vaulted Ceiling I DINING I N a a ROOM 1 I I 4 /2high 42" o IS' 3/8" thick steel counter tops to T cou ter to su orts overhang wall I.5" ;t-P PP 190" 5'-3" counter tops to eq. eq. overhang wail1.5" 6" O U PACAS NTRY iA - - m Q3 - - -4„ Dw 1 o +41" high wall ' I SECOND I ;0 KITCHEN I F BEDROOM q I 1 _ 8'-0" to 9'-18" A.F.F. - in B'" O Vaulted ailing 1 A.F.F. r -0 - Upper cabinets to Flat Ceiling I extend over Ref. I ICR WAVE I NO VENT REF. H.B. ❑ 1 O 38' CLEAR y 2.1 12'-8" L - - - OPENING _ W.H. -II Beta Inwlevon � O Euic: Provide auto °0cfSe steel Ballard closer E THIRD See detail on this sheet E in I rW V BEDROOM 22" x 54" > / Attic Access I O= I � O Lwith light g A I J _ 0 - - _ -, i+l 8'-0" A.F.F. _ 8'-0" A.F.F. Flat Ceiling Flat Ceding o ,4RAGE Q T I J rc O12'-e„ Block wall in garage to be ICA MT t+ struck block 2'-8" O R-11 Matte Insulation O Am Provide auto ISPanel p EMERGENCY closer EGRESS O ° I I ❑ B I I I I I I ❑ I f ° - M IGOLF CART GARAGE A 2'-8" 6'-4" I2'-8" _ _ 9,_O„ 12'-e„ COUNTER TOP BRACKET/'DETAIL 3" Braden t Braden AIA, FA Wwnne Building Corp. Architects - Planners l S.E. Coconut Avenue THE W I N D S O R Tel (712) 281-8258 S anish Lakes Fax : (712) 28�1-8283 E-mail: bradenaia comcast.net S Lucie County Florida Stuart_ FL S499& #AAC000052 v f!L T iq N N Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,02'f Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions Sheet Comm # 5-9-11 REAR Drawn bg: PORCH C.C.U. 2. Is-1s8 LEFT Checked bg D.R.B. OF 5 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied ,h+.. i,.,+al. wk-". 351_n„ 2 3. 4 5. 6 I TRUCTURAL NOTES 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 10 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 11 FOLADATION 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 #1 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30l 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. Soil conditions assumed to be 2800 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 1 45 bar Vert. at '1:8" O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each Side Of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to See plans for any other condition used. Foundation walls shall have filled cells at 24' o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing Steel shall be grade (0, meeting ASTM A-l6 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/SEE TYPICAL 30" overlap ECTIONS at each filled cell 4" concrete slab with fibermesh OR CxL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade t c — m — 17MW� IIII= 14"w x 14"d concrete monolithic footing with (2) #5 bars cone• 14" N I / TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. 12" x 12" concrete column block filled with concrete and (2) 81 bars Vert. tied into lintels above Top of Tooter 10 below finished floor 1," i SCALE 1/2" = I'-U" Verify house slab height in field Thicken edge to 8"x8" with concrete and one 45 bar continuous SCALE: 1/4" = 1'-0" FOOTINGS SCHEDULE Mark Size Description �9 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 14"D MONOLITHIC FOOTING - C STEP DETAIL ON THIS SHEET Q 30" x 3o" x I6"p COLUMN FOOTING WITH (4) U5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 141,111 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" F6 12"W X 18"D MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 6"x6 #10/10 WWM on 10 mil Visqueen over fill E DETAIL SCALE 1/2" = I'-O" #5 bar Vert, w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete slab with fibermesh OR slope. Ox6" #10/10 WWM on 10 mil Visqueen over #5 bar In curb clean compacted termite treated fill O'-O" m F.F. OL Grade , ; _ a) E a - "I I— IIII I 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" nf=5 GARAGE CURB DETAIL 1111111111 l l l l l! ! 11= 30"x30"x16" concrete IIII - column footing with (4) #5 bars each way -IIII I 30" :OLUMN FOOTING DETAIL SCALE 1/2" = I'-O" J SCALE 1/2" = I'- 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. r. O 101, (2) #5 bars cont. bottom steel 12" c DETAIL AT 9" GARAGE STEPDOWN SCALE 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 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. 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 See Floor Plan For Location 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O Double Filled Cell Column Single Filled Cell Column NTS NTS 12" "r Ecoll I ism i i 00 OE 4 44 r------�----� FI E �� Filled cell under I L/ �J girder above o I FI I I 0 E I -4 - p Rear Porch Slab to L FI I E W - be poured separately i a0 from House Slab. E I N I 1 O I I Thicken footing to I 24"w 14"d ° E x x 24%. under filled cell EE EE bearing."(jmRear °� ~LLen Patio/Slab to I be flush with bottom of sliding door recess. Slope I" V'undergrder 4" concrete slab with fib vm 6"x6" 410/10 WWM on 6 mil Vlsqueen over I HB 00 U U I clean compacted termite treated fill �I E E I o U I �- I WASHER DRYER F- I FI � I� EI ' I I ° � I FI o I I I E EI I IE O o w <n I I I DW I I I I I " I °I �o I 4" concrete slab with fibermesh OR Fl 6 xb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill MICROWAVE NONVENT I °❑ H.B. E REF. O 38' CLEAR OPENING O o A/C W.H. --- #1 E 4"0 Steel Ballard I I See detail on this sheet ( I I w � °=1 E LU II I I I IQ o N I FI I I E Meter and panel E , ., — — — — — — — — — — J either side of Ouse field verify 1 0 E 'n O E° `� service location co E i — -- --� —, E I� I W E I I _ 4111- "Stpl 00 I IU 0 CD 6 I O I I I I L-- �— E — — — — — —- E---- — — — — —J O 00 O 1.5" Recess for E E E — — ° E E 1.5" Recess for FET IEO Garage noor Zn Garage Door J 2'-8" 9'-O" 2'-8" 6'-4.1 9'-0" 2'-8" 35'-O" Braden it Braden AIA, PA UJw nne Building Corp. Architects - Planners S.E. Coconut Avenue THE IIII j 1 C� O wI `� �-/y Teell (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenaiagcomcast.net St. Lucie County Florida c+„.,+ =I 14QQ/ ttAA MODEL: REAR PORCH LEFT Date Drawn 5-9-1i Drawn by: C.C.U. Checked by: D.R.B. Revisions 107 Sheet Comm # 2). 115-1S8 OF 5 Millis Q IQ Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 �{" 6" Sd ring shank l6 psf Zone 3 �{" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf Concrete / Lintel Column Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block ateeL � Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing 12"x 12" lumn Block Rebar Reber 48 Bar Dia. Min. Overlap to Lintel .4ttachment NTS Provide tt5 bar sat inpre-castR C C l- F L,4N Scale lintel into beam where length of the opening calls for it. — O h t 1'— O° i t h t d t L Provide PT Buck attached per jamb letads into filled c 4" Pre -cast Sill ver angs a un ass — Roof pitch at 4:12 unless o erwise no e on otherwise noted on th — Truss shop drawings to be provided by manufact _ - — Any changes to this plan shall be submitted to Z architect for approval In writing prior to Startin — ALL TRUSS TO TRUSS CONNECTIONS B1 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 Form Board Survey to Truss Company prior to Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. CBS WALL Scale: 1/2" = l'—O" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. lag of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dda. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKiNG DETAIL )ER STRAPPING TER BEARING POINT 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 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 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 underlagment 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 �\ Additional Precast Lintel #5 bars Lintel Length Bar Length Clear Span n u A Bars u u B Bars r r' CLEAR 2'-10" 2'-8" I'-6" 2,#3 none 3'-6" 3'-4" 2'-2" 2,43 none 8F8-08/iT BPS-IBAT BF8-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,#3 none — #5 bars CLEAR::;,; '` 4'-4" 3'-2" 2,u3 none ,, ..I = One Row of "H"...� 5'_4" 5,_2,i 4'-O" 2�3 none ;•�;t, Block Above :,r,,":. 2?f4 none r 7 Precast Lintel Additional 5'-4" 2,314 none #5 bars is____,i 1'-6" T-O" 6'-2" 2,#5 none 8F16-IB/IT 8F16-IB/2T 8'-4" 1'-10" T-O" 2,t;5 none NOTes: ALL reinforcing steel is grade 60. I. min. coverage of steel=1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf, steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above " " Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" BF8-OBAT 1 #5 306cl 15L9 1024 L31 T-L" 2'-8" 4'-O" BF8-OBAT 1 tt5 2541 1343 1L3 L45 4'-5" 5'-10" BF8-OBAT 1 #5 1105 909 339 L50 5'-0" L'-L" 8F8-OB/IT I tt5 1238 835 121 LLO 6'-8" T-L" 8F8-OBAT I tt5 loll 121 534 LBO 8'-O" 9'-4" BF8-IB/2T 1 #5 2 #5 152 591 512 L90 T-O" 10'-6" 8F8-IB/2T 1 tt5 2 #5 443 53o 401 L90B 9'-0" 10'-6" SFI4-IB/2T ONE 1 #5 2 #5 1533 lies 401 LI00 10'-0" ll'-4" 8F8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" 8FIL-IB/2'r ONE 1 #5 2 #5 13L4 1028 452 L120 IT-O" 13'-4" Br-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-0" 13'-V 8P16-IB/2T ONE 1 tt5 2 #5 1015 170 324 LI40 14'-O" 15'-4" SFIL-IB/2T ONE I tt5 2 tt5 1250 Goal 259 LI60 IL'-0" IT-4" BF8-IB/2T 1 tt5 2 tt5 300 192 194 L140B 16'-0" 1'-4" SF16-IB/2T ONE 1 #5 2 #5 950 Soo 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 CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 1+-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24' o.c.) supporting Max. 1810lbs. uplift Aluminum Dr Edge t Fascia 12" 2" x 6" Sub-Fascd Kaycan full o vent vinyl soffit installed using 1/8' die shank x 15" long gaiv. roofing pads with 3/8' dia. head per product approval — we chart sheet 41 12" x 12' concrete column block filled with concrete and (2) 41 bars Vert. tied_ into lintels above thicken edge to 8"xS" with concrete and one 45 bar continuous BEYOND Top of tooter 14" below finished floor is 4 into Aluminum Drip Edge t Fascia Poured Cop concrete b Poured Concrat< concrete block u Concrete f Manufacture Flash and Counter flash Nail ledger to gable end truss with (2) IOd 1s at each web on 3/8" hi —rib lath ntal and vertical wood r staples to provide 4" penetration into sing and 3/4" penetration framing members 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 of sliding door recess. Step per foundation plan — Slope per foundation plan U•■Iii � �i ; _ 9 char. Per Specs lax. Flush Mounted Shutter Detail I Wood Base Aluminum Panal Saws per manufacturer — See Tubical Stud Dated 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing v par manufacturer's Details V 0 m Stud Detail Stud w/ Die Cast Zinc ers Nickel Plated wmg Nut nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WO ® 24"o.c. TYPIC, ( shop drawings bg 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 (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 PI-fod --insulation on typical 8" Block walls _ All drywall to be installed per FBC R102 and shall meet all pertaining ASTM codes. ro Mortar to be Type "M" only proportioned and Mortar joints shall comply with FBC R Provide Dur-O-Rock at all wet areas (ex Fill 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 fibermesh OR 6"x6" #10/10 WWM on 6 mil Vdsqueen over / clean compacted termite treated fill Scale 1/2" = 1'-0" Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenalas'comcast.net Stuart_ FL 349910 :MAAC000032 Strap truss to wall using Simpson MGT with 5/8" dda. threaded rod with min 12" embedment into beam either wet set or in enoxu with Simpson HETA 20 hurricane anchor at each truss Provide downspout hurricane anchor at each truss rrvviva uownapwu ( 24" o.c.) supporting Max_ 1810 lbs. uplift Winne Building Corp. Spanish Lakes St. Lucie County Florida MODEL: REAR PORCH LEFT x 113 Y_ r OR rn " Q) �_ .� O d a OLU a N N u; `+. 1] CC LO u o 0 = E 00 c C4 t_ r Date Drawn Revisions : Sheet Comm # 5-9—I1 Drawn bg: C.C.U. Checked by: [).R.B. OF 5 PANEL "A" Poles BR Load Wire Description circ# arc# Description Wire Load SIR Poles 2 40 TO kw #8 A/C camp 1 2 AHU #10 3.5 kw 10 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw $O 2 � 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 L2 kw 20 1 1 20 1.5 kw #12 Microwave 15 It. Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 1 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw 1 #12 25 1 26 Recepts 412 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 I I 15 #14 General Lighting 29 30 Recepts #12 20 1 1 15 414 General Lighting 31 32 Recepts 912 20 1 - I I5 #14 General Lighting 33 34 Exterior GFCI #12 20 1 - 1 15 414 General Lighting 35 36 Bathroom GFI #12 20 1 - 1 20 #12 smoke Detectors 3l 38 General Lighting 914 Is I - 1 20 #12 Bathroom GFI 39 40 General Lighting 414 I5 1 - spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq. ft.) Small. A.gplmnce_ C.ircwt (.$). ........ .. . ..... ... . ....... Range ............ ......... ......... ......... ............. Refrigerator Microwave ................................................................. Dish Washer .Clothes„Washer..... . . . ... . . . . . . . . ............................ Clothes„Dryer................................................ Water Heater Water..Pump.................................................. Garage.Door.Opener........................................ 1135 3 5,205 2 1,500 3,000 I 12,000 12,000 1,200 1 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 I 5,000 5,000 1 4,500 4,500 1 1,800 1.800 I 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10,000 Remainder 21,415 g40% 1 O 10.946 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.03 Panel Size Required = 150 Amps Electrical S mbol Legend 5 Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed 1 PB Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle D- Wall Mounted Light GFI Waterproof, ground fault interrupterLight with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cm Carbon Monoxide Detector � Flood Light TQ Thermostat ® Electrical Panel ® Central Vac Electrical Meter sO Smoke Detector Ceiling fan © Television Jack ❑t Telephone Jack AC DI A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up 0 Intercom = JUNCTION BOX TO SUPPORT A FAN O = 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. 6. 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 except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant 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 by a licensed electrical contractor, the completed system shall be full operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. 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 is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements 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. Go #2/0 Aluminum feed AMP 1'A' Conduit PANEL 2"PVC IFP 2' rigid service FPL Bare tt6 cop er wire to tt5 coot. prebar m slab ELECTRICAL RISER PORCH 141 CFM IOXIOX-1 GREAT 141 CFM IOXIOXI 141 CFM IOxIOx'1 MAT01 12xI2xIO 12" 124 CFM IOXIOX6 /MASTER BEDROOM B/A 124 CFM it--- -- IOXIOX4 raw r I�lxI�x10 B/A I 8x4x4 9 CFM Hang I LOSE DINING 1 I ROOM I I rig I - e I DW 1 a 4SHERTI DRYER LAUNDRY //� 6� CFM // �aX4X4 8x4x4 50 CFM E �6 CFM r-^ ex4x4 1�/I L/T r 1 *�2xl2x8 Z, B/A I -- Ill CFM 12X6x1 SECOND 124 CFM lOxiOx6 I BEDROOM KITCHEN3 16" TON I SEE MANUAL I MICROWAVE NON -VENT 2�X20 I "J" and Energy ser. CLEAR T rK r�qJA j Calculation L OPENING for Unit intoo - - - - ,/�ellin r III i \ a r-s 12x12x8 W.H. 4 C 4"0 Steel Ballard 114 THIRD See detail on this sheet I BEDROOM W _ r 22" x 54" I 11 / j 100 CFM Attic Access I Q�� = 1 lox6x6 light L I Q Q 1,\\Rj -with -J xCF11 48 - 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 bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected 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'-l" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 GARAGE r-----------------i I I I I I I I I I I I I I I I I I I I I I I I I 150 Amp Panel GOLF CART GARAGE I I I I I I I I I I M=C AN1C,4_ "4 CUT O=THERMOSTAT LOCATION SCALE: 1 / �4 = 1'- O Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 287-8283 E-mail: bradenaiatDcomcast.net Stuart. FL 34996 UAAC000032 Vent thru rll-1 -Soffit Install oulet under disc. not shown for clarity PORCH / WP GFCI MASTER BEDROOM I� \ I � I � O I I I �-- I I / GREAT! ROOM 1 LOSET I \11 I \ o \ WASHER DRYER I \ \ LAUNDRY DINING: I ��� -( \I ROOM I , Iir M ' I � Eli , I PANTRY \ I CI GFCI N I ice-1 I WP GFCI GFCII 1 I � I T CIH E � - I I 1- in 53 Q GFCI ®%ICRQ E1NlE NON O 138' CLEARL OPENIN GFCI GF- - - GFC \ #I 4"4 Steel Ballard / Sae detail on this sheet 1 n 22" x 54" >I�� Attic Access L _with whf I w Q Q / 1 I 1 _ / OPTIONAL PANEL LOCATION GARAGE / \ LvJd) ill\ SECOND l`�EDROOM I 1 \ THIRD s---BEDROOM I � I � I \ I `Fls �j / GFCI / 1 \ \ GFCI / P tight \ 1 150 Amp GFCI / / to corner / GFCI Panel r--------- - - - - - I -------- Garage \ Garage Door 1 Door Opener \ I d I Opener - , P \\ GOLF CART Wire For I 1 1 I GARAGE Front Post I 1 Liht 9 I I I 1 to garage lights I GFCI GFCI 1 1 WLInne Building Corp. T IE WINDSOR Spanish Lakes St. Lucie County Florida N (V wP GFCI ------ ELECTRICAL FL/4N O Post Light with Photo cell SCALE: 1/4" = 1'-0" Center Post Light between driveways MODEL: REAR PORCH LEFT Date Drawn 5-9-11 Drawn by: c.c.u. Checked by: D.R.B. Attic Ventina Calculations Total Attic Space - 2101 sq. ft. FBC 2309. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Revisions Sheet OF 5 Comm IS-IS8 = IFE SAFETY WARNING This'syrnbol identifies Life Safety Warnings that should be read give special attention by all persons installing trusses. SPACING NOTE TRUSSES ARE TO BE SET AT 2'-O ON CENTER [ XGEPT- AS NOTED MULTIPLE PLY TRUSSES MUST BE ,S ENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO N INEERING DRAWING TO DETERMINE 1 IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. (.11NCl II T Rr.SI 3 ' panl,or less 30' to 60' Span Spreader Bar Tag --Approx 2/3 to_b 1 12 _ Trlil i -. •,nr o Line1/2 of Span REFER TO BCSI I w� Truss must be set this way if crane used. r s r-P�" i r This is an example, truss may not match. h ere,: S,ts T, nsist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. f" 1 IrR 1—i A N 17D, 1— IF= IR NOT IFEE 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. I CONSULT WITH BUILDING DEPARTMENTAND A/C CONTRACTOR. Carrying Girder C'�r Tn tcc 4n Tn ice / � '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 I nsa I CORN�R^DIET AIL 0vIr.1.nmrs rAn �,I =.Niow ,.ineiTr 1 1' upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4,00 -- � 00 �— upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL : TYPICAL VAULT TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH o Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers ✓;-e 15'-3" 19'-9" 19'-90 I I I I I I I�I�BI�I�I�II�I�����I�I©I� \\\\\I. `i. \\\\\ '\\\`! \ \\\� \I\\\\\`II\\\\\`;110=0`! \\\\\' \\\\I\\\\\`;\\\010 ,1 ii` INVERTED "V" WEBS AT CENTER W/9' B.C- PANNEL LOAD W/ (2) 41 hNg 14'-4" 71Z 6'l v 14'1" r 14'1 INDICATES LOAD BEARING ��� ���-�./� w-�►�� REQUIRED BY TRUSSE' SUPPLIED BY BUILDER PORCH RIGHT CLOD ED AREAS ARE OF ATAHEIGHTOFB'-o^ / SPECIAL CONCERN &MUST BE 1 ABOVE FINISHEDFLOO'I' r CHECKED CAREFULLY &MAY t INDICATE DEVIATION FROM %_.PLANS,.^ X" 1 1 1 - - - --- - ---- A5 1 1 t N A5 t 1 t 1 `5 1 1 1 1 � 1 1 AS L - - TA T 0 TA TA el TA T SETBACK BOSTON HIP BHA The Architect's or Architect's representative's Shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their re p Clive locati na. Approved 0 to % - Dale:_ — -- Braden a Braden A.I.A. P.A. FABRICATION AGREEMENT' L TRU66EaCANNOT®E8TART®,fara.Tt aAGREtMMrmaw=a TAw tprdeaatpaatt dlhe propwe fM in"" be Instalett III- aETURN� fl don RV.T. Won VA be n edee in a 1dlQ aoWrdeaca al alb trwaPlearearell.. - W"Is aw sob r+ar ddva**le.att000uU bdcaaarft bof o a,.,L'�'n fit' 2-A1 dyrtOm" In Ott leyoul have been vwaed by to tedlapnad. .Udeia vtRbrt nol lialS.leall It provided by ea,taed "Id b Chw"v Tnwa wicitin Can . 10) to beallin rapdre required. or III putairl Will itualijil a, dal In ukth 4. The awbretptod adabdedpsetsayita"iAcsl,.oa" .A DMwy Is to job ells a Is t1w Myottit'reepor.jal b make Its M as Mail for delivery.fthe r�ob aIts ho a»y. aoM"*md' yb de0soin a» eWMWOfabjob ass I . bW b row da be rMpauPota rardiatp Ideal ardy. . 71w r Janet a Clwrtbara In" has b Ot+Yer I'm mporteble b t7taraban Y or buyer b rot to prepared for deMry or triteap 4 Pike y ahmvn h pargaph 7 bebty b'd"a 1aubjel ID ft doe a as . fi i.liyotiLAiPia Pa hour be for teNekm bed bYaf nb MTR ft we maden - - 7. TN' 1e a PURCHASE ORDER to "'��d'w� of Chwabwa Tlftp, isn ente t ■ rotationable pain. Invoke vir be •Tnna d ate wen speed l4 or If ' -bti delivery. Invoice mry, be made at a aidated Zdlillvery ad Pub watJn,am* d delivery Of labricatel haves. The altom'sy'a fey llifiety if kW CNN tarmlecflerr b evert' Na'�"� qua to Pay .TPw naft"a iM cfuioe we w added (oral wane not peld y110f ttr4lfln:nol rma� Nude.,-12 x Pwnwnth eapIlot • a In aw au or tkn Ofa h r,bua m eta sheet canabtow * Weetttstto ad bma ttlaln. . - & b 1nnaNeratlort of Chlutbera Taw a>Bandby all for atb malbt the rrdwaglfel . dY euaranbee pennant when duo d ay and d $"W t mesa owed b Chcttbera Tow by_wy ategr recall 11wIIN and ate tadaslpud'ptaes b lindelitallneeahxkl& a a*msys bal a defal In paymatt fa "WAIN be madsrbyt 10. b tlfe event d sty alWacn oltwmna 1Ns apelnat, mo rams RaNabed . sIiportents national IIIherab, fha Pafba wree eta aw mb vrar Jar wrush vAA 11Dadpr r Party are per'NatlonW Sfadud Ard Rdonatrrdal Gdld ya On ��!ZUWrV MdalPbb clewaeavHeaant.,w . .ION" . t 11111110111111119 ply tmuses must be fastened together per enghfeerhl8 before they are se; fanure to do so can tosultln roof couapae" Temporary and permanent brail are required and an saws as and properly and Is the responsiblgty of the true erector. -Study the conterds of the Information Packet Included on delivery before setting trusses" TM onmostbeaetandbraoadperdes4gnbp wm kilnyBdminage. Tnnmm must be set phanb and square Do notifet bunks or stack of plywood, rooft qudw l or afry _ofhei co><itlerl_bdW loads on trusses, this can cause collapse, DO -NOT SET TRUSSES USING THIS L4yOflr USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC -�. swat— e 3105 Oleander Aiienue Fort-Pleraee Ftdrida 34982-6441 800-551.5932 -�"` Fo,t PIeI re 712.466-1 Fax 772-466.8711 Vero Beach 772469-M12 Stuart-7=883702 ' 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 '',zI d Loading in PSF Roof R.D.L. 2, Top Chord Live 20 �°, Top Chord Dead 7 4.2 w Jc Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 �I cc I TOTAL Load 37 7.2 m c Duration Factor 1.25 a ` Wind Speed 165mph Y to Top Chord C.B. Sheeting by builder. :E 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 �waAary =: irtltlltUlR.T'gU1T1 [6 C1EarrTiiPrfTrriT�1:{.Tr Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Desi ner and/or En ineer of Record. Chambers Truss Inc. Drawing Name: M11392 J3 Scale: 1/4 = 1' 82 total trusses, 15 different trusses. W MI 4: RLC ACAD: RLC Reviewed Bye/D/f-/iy- �, - Date:10/07/15 Revised:10/15/15 rr^^ FOR �6'-4�14"1 v! WYNNE BUILDING CORP. DESCRIPTION: PORCH LEFT 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7 Y673 fl .1- L41 W--6o1'es lS�l 7/a�C