Loading...
HomeMy WebLinkAboutbuilding plans (2)Pile COVy Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411631,12 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 L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 12" 12" 5/8" thick light textured stucco on typical concrete block construction Ell E7 1. -------------------- - - - - -------------- - - - - -- 0' Flnlsh Columns with 5/8" thick cut coral finished stucco bands RIGHT ELEVATiON 12 4 1 SLOPE 5/8" thick x 8"W cut coral finished stucco bands SCALE: 1/4" = 1'-0" ELEV`AT10N NOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x I.S" 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 raced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach _/ o unlL-R t-uu c.oroi stucco on typical concrete finished stucco bands block construction REAR ELEVATi0N - Overhangs at I'-0" unless otherwise noted on Roof Plan - Roof pitch at -4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 All changes to this plan shall be Submitted to the architect 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or approval In writing prior to starting construction. (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end //�� I laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - Return ALL Stucco Bands into Window or Door. spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE: SCALE: 1/4" = 1'-0" 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 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 OONCF.ALED pAS T ENERS OR ATTA;HMEW ARE THE RESPONSIBILITY OF THE CONTRAQTQA OF PRCORD ALL MANUFACTURES IABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROyEp 1'iicSE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 'AAY B[ NECESSARY IN ORDER TO +G ,ONPLY WITH "r L PFLICX�.'! CODES, 3" thick x 8"W cut 51 finished stucco bands LT r Vwvlk` ✓I,ht,rn., {x Vital, c)eivi i L_ANS AND PETUMIT NIUST BE 1sEPT ON JC Crr:, NOINSP7.;CTION IVELL Z_E MADE. 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" 2" 8'-I" T.O.B. H. H i 12" ®® ® 0' 5/8" thick x 8"w cut ❑ 5/8" thick x 8"W cut .. H. coral finished stucco bands ® El El ,. O ... 3 coral finished stucco bands 3 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction O Finished Floor - 5/8" thick light textured Finish Columns with stucco on typical concrete 5/8" thick cut coral - - - - - - - - - LE FT ELE�/AT10�1 block construction finished stucco bands SCALE: 1/4"=1'-0" FRONT E L E 4T10N SCALE: 1/4" = ]'-On Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, 111ndows & Skylights Opening Type NOA/FL NUMBER Product Model # Glass Attachment method T� IT Expiration Date Design Pressure of Approved Tests +2.3 t4 FLU 11499.2 Single Hung Series 185 Mi Windows and doors L io. x gpcwa mlq p4n�},LpUon at mar rom each caner end L O.C. t ereertar through PT buck into soma filled CMU mall maintaining min 2.5" edge distance In strict adherence to the product approval. ± 60 per A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-o" max height pqg mu x to cmcrK. with e c let a a5 bar Vert. using 3/8• x a• Wilt, HLC sleeve sechora at 6' e.s Ith I.qq5• de. ash . wth ma edge dntanea. InsteN fleck to buck ng (11 5/IL" x f/e• lull ehnad lag ¢rams in each bredut mentemng inn d 15' edge dsterce - GC to strictly adhere to prodwt approval Prom- 1/16 on roller to 10-9-21 + 50.0/-60.0 bf p B FLU 16614.1 Fiberglass Deal n Pro/ Smooth Pro Jeld-Wen Elco I/4" da. tapcon with min 1.25" embedment at 3" max from corners and 11.5" o.c. max. thereafter in head and iambs. + 50.0 PSF C FLU 15332.2 Sliding Glass g Door Series 420 MI Windows and doors , - x cons w enettataonhat max. PT Buck Icorn, to sonilladPCMUewall mbaintening5min 2t5' 1 9WAistance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBERDD Model # Manufacturer Attachment Method E] i ation tt Design Pressure d T Tests Mullions FLU I5353.8 CM-18531 vertical mullion MI Windows and doors For CMU use (2) 1/4' x 2 3/4` tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" aelI tapping screws per clip as shown in product approval. + 118.9 PSF - Roof FLU 11651.12 SV Crimp Metal Roofin g Gulf Coast Supply and manufacturing 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 aliacing over ASTM D (type 2) 30 lb felt underlayment installed with min. q aide laps and 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?paced V o.c. at all laps and two stagggered rows 12" o.c. in field. Attach deck to trusses using attachment detaa 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 V o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using 0.12" dia. x 1.5" Iona rina shank da with 3/8"i a . +55.0/-35.0 PSF Hurricane P8IIe13 Flit 15014.2 24 Gauge Storm Panels Global Protection Products LLC 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 ) ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE I/2" drywall ceiling on truss bottom cord 2" x 4" top pliatefl 1/2" drywall on 2" x 4" studs at IC o.c. base -board ---\ 11 11 ., 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x4" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill nterior Non -Bearing Partition nts PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Sth Edition and ASCE 1-10 for Wind Loading BuildinDeign is: Enclosed Risk Category: II Wind Velocity: ILS mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4.12 Internal Pressure Co�ri-Fri±0.18 SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: L21 x O.L = 0.12L ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L 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 Wall Zone: S. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ``((es Are Components an Cladding Deter Provided? Yea Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Budding Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: 45 oaf FLOOR DEAD LOAD: 10 pat JOB ,ADDRESS: 23 Nogales 0 = Roof Zone I Walls Zone 4 ES = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 file Copy FLOOR FLAIL 1H1 CRASH POST DETAIL TYPICAL NOTES- SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to Ste high by 4° diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into sla 3. ALL Lumber to be used as Beam, Rafters, etc... to have (3/s't 5o ksi steel plate) a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix <3/e" ° 12'A" 6. Drywall at ceilings shall be leveled and attached to bottom chord 4' of trusses with screws per PBC R 1 2.3.5. ° 7. ALL wood in contact with concrete shall be pressure treated. 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13, Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with P.B.C. R316 - see permit Info box of code edition IS- Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 AO, C1002, C1041,C1177, C11-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for installation of drywall into Spacing Maximum wood framin members Nails Screws 2" x min. t ickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 16" all I6° 0.080" di 1 5/8" long with Direction 15/64" head R Ggpsum board nail 0.084" dia. x 1 5/v with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / R Walls Either 16" V. 16" 0.092" dia. xI 1/e" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dta. x 11/8" with 19/44" head. Install SGD thru buck into block with 3/16" tap -con with _r 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 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131i 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed Within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84, insulation shall comply with P.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1,1451.12 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' aide laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Ted 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 4I x I I/2" nails ( 24" o.c.).) supporting Max. 4 1810lbs. uplift Aluminum Drip - Edge t Fascia 2" x 6" sub -Fascia Kaycan full o vent vinyl soffit installed using 1/8" dia shank x 1.5" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 5/8" thick hot textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap - at each filled cell Grade Wood Base 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 (I) 45 bar cont. in each row. Substitute precast lintel Filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x Furring strips a� 16" o.c. with R4.1 rrfoil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. bo Mortar to be Type "M" onlg proportioned per FBC RLO1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U 95 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with ribermesh OR 6"xV #10/10 WWM on 6 mil Visqueen over . / clean compacted termite treated Fill -IIII-IIII-IIII IIII IIII IIII IIII- -IIII"' IIII 1111 11-III - 14" x 14" Concrete fooling 14" with (2) #5 bets cont. and 45 T 1' F i C A L SECTION transverse bars at 48" o.c. Scale : 1/2" = I'-O" Masonry Beam AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,5�8 2' VTR AIL I I I 21" VTR Master rx� JIL Bath 1 2. 1 Lev. 1 r I Lev. I 4' 1 2" VTR 3` JL 2• S. Shier. Kit. sink Kitchen 2 I I Lin•. 3' W.C. Bath #2 Sher. 3" 2' C'C' X7o Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 1 1/2" Sill Sliding Door Detall At Masonry Wall NTS Masonry Wall gpical Flooring 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 Jambs per product approval lam K Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5%e"x 5'-3%" 54%a"x 634' Single Hung ZONE 4 2. 6'-2%a"x 5'-3 %8' 15" x 63 /4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21'2"x 38%" Single Hung ZONE 4 4. 4'-5%e'x 4'-2%s" 54%a"x 54%" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83N, Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 /�" d°;;a„t"" Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %;' Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 34'-O" 14'-O" 9'-6" 12" lM 12" 00 001100 00 EGRESS 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above p Covered Porch ° o - 12'-8" O O O tV 00 O O ° El I I 1 D 1 1 1 IF)0 0D O ° MASTER L BEDROOM I ) c 8'-O" to 9'-8" A.F.F. a�� wa 8'-O" A.F.F. Vaulteu Ceiling o u=N Flat Ceding IAT o GR o ROOM I I � Rod 1 helf 7 tv-8" I 0 a H.B. I - m Vanity to be I CLO E I o O o 2" x 6" knee-wall8'-O" to 9'-8" A.F.F. a below rr r I counter top 1 Vaulted Ceiling I I DINING _ LINEN J I ROOM CABINE ROd !Shelf 8 h Y; s' O 3r C P I _00 2w / I \ f A T H �� I Lu o o Vanity to be AO 34 %2"high N 3 �O I " 11'-0 3/4'. O High Wall KITCHE� ch I O `r Veni Dryer thr h wall O (_ 1-1/2" I _ 8'-O" A.F.F. Uver-hang d - Flat Ceding p " 4'-1" B- D pper ca Inets to (3iv extend over Ref. 3'-O"4" cv 2" filler I ry R p I E BATH 4n Rod t Shelf O R II Batts nw on W.H. ® t" t E -I o A/C N I '4 i # I Steel Ballard 6- ee detail on thl� s�et� - 1 F r I 22" x 54" Il" ? I it P O Provide auto Attie Aeeeu j O i I n (] closer with light s 1 -- - - -J d 22" _ _ y 8'-O" A.F.F. a 150 Amp 4„ Flat Ceiling Meter panel m © SECOND tam - m o GARAGE El' BEDROOM ERGGEN RESSY O -4" A.F.F. 00 MT Co) 0 Flat Ceding ry " Y\ O O O r----------------- 1 EGRESS I 0 - Block wall in I garage to be I struck block O COVERED I I 12" x 12" concrete olumn block filled PORCH with concrete and (2) UI bars vert. tie O into lintels above I 6' 2° O 1 ® I O ED 18211 11717111 InE to "0 " 6.5" Step „ -8 `� 4'-2„ 34'-O" Install windows thru buck into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and sill per product approval of wall ----\ / \ Buck to be I" x 4" FT I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND D e t a l l at UJ I n d ow S prior to window attachment SILL BLOCK PRIOR TO BUCK INSTALLATION NTS Braden It Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia5comcast.net Stuart. FL 34994 #AAC000032 Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Date Drawn 6-23-I1 GARAGE Drawn by: LEFT C.C.U. 23 NOGALES Checked by: D.R.B. Exterior race Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck L)etail at L)oor Revisions : A n screws thru jamb into buck ige and IS" o.c. max and prior to door attachment NTS Sheet I Comm # 2, lip -ion rolm- File Copy 34'-O" 2 K 4 3 RAL MOTES: 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 2,900 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 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 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. F-OUNDA71Oil 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-I6, & 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 1400 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. G189 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before Starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at Showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of Openings up to 8'—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 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—I6 and A-35 specifications. ALL Anchors to be A-30-1 steel. °I. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 114" = I'-O" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established 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. #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each felled cell ECTIONS one #5 bar continuous 6"x6#10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 6"x6" 410/10 WWM on 10 and Visqueen over clean compacted termite treated fill Mi 1 1 - III I 14% x 14"d concrete monolithic rooting with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0' 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. Step per Well Foundation plan 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied Into lintels above Top of footer 16" below finished flc M Verify house slab height in field IIII=1 I I I=� I I I=1 I steel I II III-IIII II t+ Q" r PORCH SLAB EDGE 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. 6"xO #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-O" a F.F, Grade 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = I'-O" x O xl concrete 2" x 6" PT wood secured with column footing with (4) g/8"dia. x 6" anchor bolt at 18" o.c. = = #5 bars each way overhead door track secured to wood jamb per manufacturer's product approval 3 30" Garage Door Jamb Detail OLUMN FOOTING DETAIL _ STAT NAPERMIT INFOOOR BOXWITHSTAND ON SHEET U1..ESEERES PRODUCTD NTS SCALE 1/2" = 1'-0' APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One 11:5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 14'-0" 20'-0" OO 00 �� �iii00 OO ° ° ------ �— — — — ------FI FFilled — — fi o O I I FI I girder cell der above I 24° I Rear Patro/Slab r I r _ to be poured separate from the house slab. n I m I of ,o Thicken footing to I I FI 24"w x 14"d x 2, I under filled cell I o I under girder bearing. EE F) I — — — — —- w 2 U °c I Rear Patio/Slab to 6e flush with bottom of I ° ao r QI u F I sliding door recess. Slope 1/2" I F- a`n I F] I - I �- I F- o H.B. I� 4" concrete slab with fiber esh OR IO o L"x6" 410/10 WWM on L mil V squeen over clean compacted termite tr ated fill I ° O I IE _ i I O m li F r- (V I H.B. la � 0 00 I� Or— ————— — O A/C �— I v, FI `t 4"0 Steel Ballard filled w/ Concrete 0 ofLno° FS � j I I I IOIQ1 I COI to v� I L N I.s E I L — Eo in FI B U �, I ° \ \ I �I moo I ° \ I o \ FI I I �o� F51 W --- --_--_---�o ° I �:11 U I° i F4 I x in L F5 Recess for ----u0 Garage DoorIf EE 00 6.5" Step s J� F 9'-O" 3'-5" `r 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. ti into lintels above A n FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"p COLUMN FOOTING WITH (4) #5 BARS EACH WAY F� 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" Provide 45 bare with inn. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel C� Provide #5 bar set in pre -cast lintel into beam where length of the opening calls For it. j)Fj,ffa CI Strap truss to wall 5/8' dia. threaded using Simpson MGT with rod with min 12" embedment Simpson HETA 20 into beam either wet set or in epoxy with hurricane anchor at each truss (22) IOd truss leg nails into per detail truss. Add blocking to on this sheet ( 2-4" o.c.) C—HET� 2Q I IRIn supporting Max. Ihi, .. I,r+ R00F SHEETING ATTACH�I ENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit into box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 8d ring shank % psi Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 11:8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Provide Cast -Crete, BUB-OB/OT precast - lintel set in mortar Min. 8" Bearing - - - - - - divide PT Buck .ached per jamb ails into filled ci 4" Pre -cast \ Sill � Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie Filled cell steel into continuous Tooter steel. CBS WALL Scale: I/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5" nails at 4" o.c. Verify with Plan tr Install Simpson MGT into wall using 1umn 12° \ N into wet beam nand (22) set min. into truss I Column Block 7 debar Reber 48 Bar Dia. Min. Overlap to Lintel Attachment NTS TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D T pe 2 felt paper using 8d nails. Substrate to be 19/3 CD X Plywood nailed at 6" o.c. in field end edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM ID(tgpe 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 Traced 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 _ 45 bare = Lintel Bar Clear "A" Length Length Span Bars Bars r '+;:,; 7 2'-10" 2'-8" I -6" 2,zt3 none i :'j+ i '`----10 t----'' is----'' 3'-6" 3'-4" 2'-2" 2,93 none 8FB-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 4'- oil 3'-10" 2'-8" 2,43 none tt5 bars cLeA `;!> 4'-6" 4'-4" 3'-2" 2,Ix3 none 7one Row of „H„ Block Above 5'-4" 5'-2" 4'-0" 21$4:3 none Precast Lintel none r Addition al f 6'-6" 6'-4" 5'-4" 2,44 none #5 bare is. ---- d 1'-0" 6'-2" 2,45 none BFIL-IBAT BFIL-IB/2T 8'-4" 7-10" T-O" 2,#5 none NOTES: ALL reinforcing steel Is grade LO, I, min, coverage of steel=1.5" 2. min. bearing required a ea. end=8" S. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Dow Unit Width Lintel Size Cast -Crete Specification Rows of Ha Block Above Boteom Steel Size Top Steal Slze Max Gravrtg Load (PLF) Max. uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-L' 8F8-OB/IT 1 #5 3001 15L9 1024 I 2'-L" 2'-8' 3'-i" 4'-0' 8FB-OBAT I #5 2561 1363 163 L45 4'-5' V-10" 8F8-OBAT 1 #5 1105 909 339 L50 5'-0' 111 BF8-OBAT 1 #5 1298 ass 121 LLO 4'-8" 1 #5 1011 121 534 L80 8'-0' T-4" 8F8-8/2T I #5 2 #5 152 $91 1 512 L90 9'-O" 10'-4" 81"8-I15/2T 1 #5 2 #5 L43 530 401 L90B 9'-O" 10'-L' 8F16-1B/2T ONE 1 #5 2 #5 1633 1183 401 1_I00 10'-O" II'-4" 8F8-IS/2'r 1 #5 2 #5 1 562 494 452 LIOOB 10'-04 ll'-4" BFIL-IB/2T ONE 1 #5 2 1 #5 131.6 1028 452 LI20 12'-0" 13'-4' 8F8-IB/2T I #5 2 #5 411 428 324 L120B IT-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 609 259 L140 I4'-0' IT-4" 8F8-IB/2'r 1 #5 2 #5 300 192 194 LI605 IL'-O" IT-4" 1 BFIL-IB/2T T ONE I #5 2 #5 950 500 i94 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supportrng Max. 1810lbs. uplift Aluminum Drip Edge t Fascia 12" 2" x 0 Sub-Fascl Kaycan full o vent vingl soffit installed using 1/e dia shank x 1.5" long gals. roofing nails with 3/8' dia. head per product approval —sae chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bare Vert. tied into lintel$ above thicken edge to 8"x8' with concrete and one tt5 bar continuous BEYOND Top of footer I6" below finished floor 12 4 1/2" thick stun attached to he framing with na no less than I - horizontal wood into vertical w Aluminum Drip Edge 9 Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd nI at each web on 3/8" hrnb lath ntal and vertical wood r staples to provide V penetration into ming and 3/4' penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 1*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 plan Poured Ca concrete ! Poured Concrete concrete block u Concrete P Manufacture, lush Mounted dumnum Panel izes per manufacturer See Tuoical stud Detail 1/8' x 3/32" Wing Nut w/ appropriate washer and spacing per manuracturer's Details t Btud Detail Stud w/ Die Cast Zinc NTe Nickel Plated Wing Nut r Detail nts Brace Gable end with 2" x 4" SYP 42 art back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEEll WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings bg manufacturer ) N a) x a3 s O� rn N � O � a a UJ o soo ° ra p O Ems, °D O ln9N N � L LQ r w Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom — of top chords using (2) IOd nails at each truss P \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall 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 95 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips a 14" o.c. with R4.1 Pi-foll -insulation on tgpical 8" Block walls All drywall to be Installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned er FBC R6O1.1 and Mortar joints shall comp with FBC Rp6O1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar Vert. (typical). -Max. spacing shall not exceed — 48" unless otherwise noted Wood Base see foundation plan notes for — — OVERHANGS AT 1'O" UNLESS OTHERWISE NOTED ON THIS SHEET / spacing at openings 4" concrete slab with fibermesh OR - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"xb" #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill ANY CHANGES TO T IS 14" Typical Section I Front Forch Braden It Braden , IA. FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 349% #AAC000032 s ILI MIR o WAA OVA mom ME 0 OOF FL,4N H PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Winne Building Corp. Date Drawn : Revisions : Sheet Comm # GARAGE 6-23-I1 Drawn by: The Grand Carlton LEFT Spanish Lakes 23 NOGALES C.C.U. y' Checked b . St. Lucie County Florida D.R_B, OF 5 PANEL "A" Poles BR I Load Wire I Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C coup 1 2 AHU #10 3.6 Its 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 L Range #6 12.0 kw 50 2 � e 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 11 12 1 20 1.5 kw 412 13 1 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Rerrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 - 20 1 I 20 1.5 kw tt12 Kitchen S.A.C. 19 20 Recepts 312 - 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 912 20 1 1 20 1.4 kw #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts X12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 31. Bathroom GFI #12 20 I I 20 #12 Smoke Detectors 31 38 General Lighting #12 20 I I 20 #12 Bathroom GFI 39 40 General Lighting 312 20 I spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt Watts Total(Watts) General Lighting (3 watts sq. ft.) .. .... .. , .Small. Appliance, Circuit(s)..... . . .. .. .... . ..... ........... 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 1 12,000 12,000 1 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 1,800 I 810 810 Total Watts 31,415 First 10000 Watts 8100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,946 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend l S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed 1 Fe Push Button Switch Exhaust Pan Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light =e FC aterproo ground feu t circuit n Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM 1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac rc"::� Electrical Meter ® Smoke Detector Calling fen © Television Jack ❑t Telephone Jack Aoc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light R KR Speaker Hook -Up ❑i Intercom I63 CFM IOxlOx6 MASTER BEDROOM 163 CFM IOxlOx6 12xl2x9 B/A I� F ----- ------ 4\ II - - `y ° 12x12x9 B/A CLOSE H.B. CFM 8 x4 x4 ax I I 8x4x4 3 CFM \ Soffit 6 \ io° PATIO/SLAB I GR IAT ROM I I I Center Registers 169 CFM on ceiling fan 149 CFM IOxlOxl I loxloxI 1211 L------jr- - DINING ROOM nrm 8x4X-4F 14'I i �»�1 18x FM i � - �- - 1 o LCe71io, T H - - - O - 20K20 T I AiC w.H. I I I 1 ----- - r 22' x 54' 17" I > Attic Access with fight = i16" 1 I 232 CFM -----J Q J 1 12XLx1 150 Amp V.• J Meter Panel `� SECOND 8? c`; GARAGE 1 BEDROOM i jLI 12x12x8 �y B/A I r----------------- i I I I I I I I I I I I I I I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION M � C � � � f C � � I B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = I'-011 I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. I1. It is not the Intent of these tans to show ever minor detail p 3. Contractor to verify location of electrical of construction. The contractorshall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 18. All work shall be done in accordance with the N.E.C. and L. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances, and shall T 8. Recessed cans to be installed per NFPA requirements. AFCI receptacles are required in all rooms except meet all standard requirements of the local electric utility Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C Refrigerant lines that are run thru slabs must be 19. The electrical system shall be completely and effectively sleeved in PVC rounded as required b 9 q 9 the latest edition of the N.E.C. 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All Work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-I" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 COVERED PORCH 0- 4 / A/C disc. '50 #2/0 Aluminum feed AMP I 'h' Conduit PCB A EL 2" PVC ( FP 2° rigid service 1wPL I Bare St. copper wire to 45 co it. rabar in slab ELECTRICAL RISER _H.B. Vent thru Soffit - Contractor shall use AL-CU Landing lugs, NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden it Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue JB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia°comcast.net Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owlet under disci/" 'Z+N riot shown or O clarity E L E L F L Attic Venting Calculations FEC 2309 Total Attic Space = 2124 sq, ft. Venting Ratio VISO = 14-16 sq, ft. required Provide A Continuous Vented Soffit WU nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida PATIO/SLAB SCALE: 1/4" = 1'-0" Post Light with � o Photo cell c W ns ° Date Drawn Revisions 4-23-11 GARAGE Drawn by: LEFT C.C.U. 23 NOGALES Checked by: D_R_S. in H.B. Exhaust Duct 7hru Soffit Wire For Front Post Light Sheet Comm # F - I I�-log OF 5 File Copy A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30" Span or less 30' to 60' Span A 0 degrees Spree er Bar or less 1 2 Line sPan approx. Truss must be set this way if crane used. Truss is on example. your truss may not match. ,sist crone operator sets truss this way. I. g r_Approx 2/3 to Line 1/2 of Span REFER TO BCSI ass must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. Aj AIF? "ANF=>LEFR "OTrE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER For Truss to Truss Connections see hanger/connector schedule in engineering package. Girder Nails must be as shown. Guide tabs a Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 r— to in M upset=1/4" heel=3 15/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-l" TYPICAL END DETAIL 12 4.00 t— WEIM jd�:,1,4dj mis upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A L� ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH L�1 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' 'iRlp9Ea CARROT N START® uN,A TH terra arrnEDd RETURN® alb t.sr as�yysm a m. or�p.g tw...,n. e..... rr a ti.uw to �t.'.r� a [!tads h wkt aeoat0arwe wet ells boas ppoettlenl dlWan, 2..Araxerato�aw�'°rtr�y�td �`'� A te+..: aenbn twee. b provldw by natar.l awe b .hooka. rows wlllin b M! d deNar-n» "Iffobned awe" that no banixt.e.. r',...__- 4. The aWxslpad adawwl .a Detivmy Is to Job alb. a slob alb Is riot prepares for daevay W boyar b not tadeNar i tesponsus to Chanbaa Teas far bwip °0eb due b 8110 wy y of bwa�. bs u .fawn M wwaaptt 7 bebw b etEJeq b tiatgs r WW c arwes aa.mads b iA A SW per nar,ee br tsMstaa ntsy be tdtaew by t�tamba,s Ttitaa. . b : a l?DER m Chtatdeta, Thee d the Sun spew to, or It antglee. bvo b we be nods on ddmy and gold %*dn beat of My. Ilivoke ipay. be made at sc a4iw dab br derray r 4tyer cwvwt Abe for carecmfabricaw �ia n ever d "wed s a wy C 114)12 .rtwa tsaa� W NO be added for all saae not pekf Sam mede. l-0rs%parmalt seddoa fft o'�'onelderaadatt of q a Tam °�e�" ap=%tO a1 knee Iwtait. e>darue oadu a lids muwal ea andaWpad rut�,r tn�bee paYatert what dla or vy aw of Indetlbdrbee owes b ss Tow by.ary array taoeFAtp iwte" Chid rw lltidetallpwd b py etwPt Grad +e agwtteys /ees. If defala in PwPw d gar na I I be mess by the the evatd d stty alpgon omos:I%elk Waatwnt. ra Roma iW Wad hsratlydar ants ���Film tlta Wbsa Woe tatlae9kvaaafxa9'wdt ad, we aw naPo,al0lbp as per"Nwotid Sbwad Md R»anraWwl,eidaawa On No g+r+e i,WalPbte Cetrisided wowTnwaas UU10ple ply trusses must be fastened togither per englnsertIV before they are *4 bllure to do so can re"Kin roof comq;p , Temporary and permanent "Cing are required and can am' us and property and Is the responslbw of the taros area". •Study the contents of the Information packet hildoded on delivery before settling tr lies6& 7tuieeemustbasetandbraeedpardaeIIIIIIrrbpreualttftschnaps. Ttrrrsses Must be not plumb and square Do riotbat bunks or stack of plywood, MON% material or any ofhei cabbenbuted loads on trusses, this can =Ilse collapse. BFZT SET TRUSSES USING THIS LAYOUT ' 'USE LAYOUT DELIVERED WffH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Aiienue Fort Pierce; Flolida 34982-6423 800.551-5932 Fort F%MO 772"486.2012 Fax =1466.8711 Vero Beach 772-569-2012 5luart 772 2863302 ' Toe architect's or Architect-s representative's shoe drawing approval is NOT a "double check" of the contractor. The contractor shall remain r for check" esponsible ng 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 Clive loc do s. gy; --/? 92.0/93.2 MITEK 4.2 upIfProveq DESIGN CRITERIA -Braden &Braden "Al.-- q—p A---- County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Forme Resisting Roofing Material Shingle or Shake 'ohm Loading in PSF Roof R.D.L. = Top Chord Live 20 r Top Chord Dead 7 4.2 C,Io o I Bottom Chord Live 10 Non -Concurrent o c Bottom Chord Dead 10 3 oI - I TOTAL Load 37 7.2 w — 3 li Duration Factor 1.25 cis m 0 io Wind Speed 165mph v Top Chord C.B. Sheeting by builder. s Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height 14'-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W H a K.u.t.=icesualning ueaa Low t;.ts.=l;onnnuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: XIC ICIZ11,11- Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 -7gc0