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HomeMy WebLinkAboutBldg plansFile COPY 12 4 SLOPE 8'-I" T.O.B. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651,12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using tt9 x 1.5" 26 ga. Sv crimp metau 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 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 (type 2) 30 lb felt underlagment installed with min, 4' side laps and 6" and laps fastened with corrosion resistant tin caps and with 5" ring shank nails 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. field. Attach spaced 6 o.c. at all laps and two staggered rows 12" ors in field. Attach deck to trusses using attachment detail on this sheet deck to trusses usingiattachment detail on this sheet 2" 2" OH � light textured �, •¢, � stucco typical concrete O O c oil block construction or 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #%51.12 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 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 5/8" thick x 8"w cut M. Zcoral finished stucco bands �5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & Skylights Opening P g Type NOA FL / NUMBER Product Model # Manufacturer Glass Attachment method zSpu'ation Date Design Pressure of Approved Tests 1,2,3 t4 FL# 11499.2 Single Hung Serleb 195 MI Windows and doors Ia. x cone WW eapl qn Lpt on at met roe each corner end maintaining min teereedge through T truck into end g min 2.5" edge distance in strict adherence eP product approval. to the ± 60 psf A I6-0330.02 Overhead Garage Door Model 824/811 9'-4' max width 14'-0" max height DAB n•ta x Ductto c•nerete blackas i e ce we 11 35 bar vxt. owns 3/e' x 6' Wtr HLC Sheave anehx• a a e<. rth I. 5' ilia. ua•ha • uah mart 4' edge distance. Imtal track to ,uek un➢ ) 5/I6' x 5/e' full thread has •cr.m. in aaah racket maintaining min. of 1.5' ads. distance - GC to strictly adh.re to product approval rwWo 1/16' +whit uaaher on rills ,haft•. 10-9-21 + 50.0/-(0.0 psf B FL# 166�4.1 Fiberglass Smooth Pro/ Jeld-Wen Elco I/4" die. tapcon with min 1.25' embedment at 3" max from corner, and IT.5" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 Mi Windows and doors p. x �1f cone i enitretion at max. ram each corner end Tuo.c. a �ou�le row hereafter through PT Buck into solid filled CMU wall maintaining min 2.5" edge distenca in strict adherence to the product approval. ± 48.2 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method Ea Spiration Date Design Pressure of Approved Testa Mullions FL# 15353.8 CM-18531 vertical mullion MI Windows and doors Por CMU use (2) 1/4" x 2 3/4" tapeons with min 1 1/4' embedment penetration into each Mull Clip. Attach mull to clip using (4) u10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FL# 11651.12 SV Crimp Metal RooFing Gulf Coast Supply and manufacturing 2G ga. Sv crimp metal roofing attached to plywood deck using tt9 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' aide 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 roof plan - 106.5 PSF Siding Stucco on Block Soffit FL# 12198.3 yodel Soffit T4 12" vented y Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 0.12" die, x 1.5" Iona rin /8" die, head. +55.0/-35.0 PSF Hurricane Panels FI# 1501t.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" die, 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 Finish Columns With 5/8" thick cut coral finished stucco bands 5/8" thick x 8% cut coral finished stucco bands ` ELEVA710N N07ES: TERMITE TREATMENT REQUIRED, CONCEAL-' FASTENERS OR A IACHMENTS ARE THE RESPONSISILiTY OF 5'; CONTRACTOR OF RECORD 12 ALL MANUFAftniffl9 U1sLEs sHovwNG SLOPE �{ U FAUf@N§ AND $HGC COMPLIANCE NHf1 f€N €N€N®Y CODE MUST hEMAIN ON ALL DOW$ AND WINDOWS Nit IM' iifkiSARE APPROVED 2„ 2„ C O H. H. - - - - - - - - - - - - - - - - O thick light textured stucco on typical concrete block construction REAR ELEVA71ON - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into UJlndow or Door. 12 SLOPE 4 SCALE: 1/4" = 1'-0" 5/8" thick x 8"W cut coral finished stucco bands '-0" = Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at W, o.c, base -board -1 11 11 / 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 Interior Non-Bearinc Partition Braden t Braden AI A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaias"comcast.net Stuart. FL 3499G #AAC000032 nts 7 THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTI REQUIRED BY FIELD INSPECTORS .MAY gjNECESSART IN ORDER C0&1pLY1 iTH.'ALLAPPLICABLEC \ Finish Columns with I-} Q31a 5/8" thick cut coral .tf tfNTvnrTrf,rTMC-PrVISION finished stucco bands}fT tipk ��Mtk?I54_ , SCALE: 1/4" = 1'-0" Gulf Coastl Supply and MFG 5v Crimp Metal roofing FL #11161.12 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 WILL DE Av%= 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 IOd ring shank galvanized nails into truss webbing, 12 SLOPE 4 8'-I" T.O.B. 12" ®® ®® 5/8" thick x 8"W cut Oa®❑ coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON UJynne Building Corp. The Grard Carlton Spanish Lakes St. Lucre County Florida -0'-4" A.F.F. SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE I=OR ONE YEAR I=RCM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Mean Design is: Enclosed Risk Categorg: II Wind Velocity: 145 mph ultimate Roof Height: II'-O" Roof Pitch: 4:12 Int rnal Pressure Comae `41c ent: ± O.le Subjectability to damage from: Weathering: Negligible Termites: Vero Heavu Width of ROOF End Zone: 3'-4" Wind Speed: 165 mph ultimate WI 'd A Exposure Classification: C justment factor for Exposure Height: 1.21 x 0.6 ea 0.124 ASO design To iROOF PrccH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL Components t Cladding Wind Pressure (NET) ROOF Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf cc hnponents t Cladding Wall End Zone Width: 3'-4" Coponents t Cladding Wind Pressure (NET) Wall Zone: 4. +35,8/-38,1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 paf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3psf Shear Continuous Walls Considered For Structure? Yes Load Path Provided? = Roof Zone 2 Ark es Walls Zone 5 Components an Cladding Detal s Provided? Yes END ZONE Mi imum Soil Bearing Pressure:2,500 psi, Presumptive: X Bg Teat: psi The Budding Shall Have the Following: = Corner Zones APPROVED SHUTTERS. X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 1 psf ROOF DEAD LOAD: 10 psf FL' OR LIVE LOAD: _5 psf FLOOR DEAD LOAD:-1-0 palf JOB ADDRESS: Date Drawn Revisions Sheet Comm It 3-1-14 10-18-14 Product GARAGE Drawn by: Approval Revision RIGHT C.C.U. 4-4-I1 Plan 12 - 2 7 Checked bg: review revis D.R.B. OF 5 File COPY FLOOR FLAN 4L1, CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = I'-O" 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 slab (3/e°t so kaI Steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber Stress. 6„ 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Al 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 '3/8" ° h 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. o 0 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. II. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. % 61/2" 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 I6. 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hari materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attad 18. with F.B.C. R316 - see permit info box of code edition board material shall conform to ASTM C36, C79, C475, C514, C630, C931 A'Gyypsum O, C1002, C1047,C1177, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R702.3,5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nall sizing options For notaliation or drywall into Spacing Maximum wood Framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 241, �" 12" 13go 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long anyfylar-ringed or 5d coder nail /2 OR Walls Either I6" g" 14" 0.080" dia. xx 1 5/8" long with 15/44" head Direction OR G psum board nail 0.086" dia. x 5/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or Id cooler nail OR Walls Either 16" g" I6" 0.092" dia. xx 1 1/8" long with 1/4" head Direction OR Gypsum board nail 0.0915" dia. X I l/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" 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 aapkroval 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyln smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 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 \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) Iod x 1 1/2' nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 .4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses /2" drywall with smooth finish 2" x 6" Sub-Faacla Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute Kagcan full o vent viagl soffit installed precast lintel filled with concrete and (1) #5 using 1/8" dia shank x I S" long gals. bar cunt. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #I 1/2" drgWall over I" x furringg strips at I6" o.c. with R4.1 PI -foil nsulation on typical 8" Block walls 5/8" thick light textured - All drywall to be installed per FBC R702.3.1 stucco is typical concrete T and shall meet all pertaining ASTM codes. block construction m Mortar to be Type 'M" on proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-o-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vent. w/ Fill cell with concrete and 30" overlap at each filled cell (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade _ III -II I I III III I•°• I I I I I I I I�I I l l l III I I== III IIII I I II= I l i 1 IIIIIII=1 I i1 I I - 14" % 14" Concrete footing 14" with (2) 45 bars Cont. and #5 TY F i C A L S E C transverse bars at 48" o.c. Scale : 1/2" = 1'-0" iled to Masonry Beam ned nails en� . Z::I Head fixed door sliding door 7 /2" AREA CALCULATIONS Living A/C = 1 4( sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. f t. Total Under Roof= 2108 sq. ft, 2" VTR JIL I I I 21' VTR Masterr! J;L Bath 2• Lev, I 2" 1 Lev. �• 1 2" VTR W.C. JIL 2' 3" shwr. I Kit. Sink I I Kitchen 2" I I I Lay. 3" W.C. Bath #2 Shwr. S. C.O. To septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3AL" tap -con with S l I d I n g D OOr D e t a I l I from penetration at " max. from each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Macrnvnrii Illall FITS UJInd oW S c h dul� Mark Size RoU h Open. Window Description PRESSURE ZONE I. 4'-5%'x 5'-3%8" 54%"x 63%4" Single Hung ZONE 4 2. C-2%s"x 5'-3 %a" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" i21%2"x 385,8" Single Hung ZONE 4 4. 4'-5%' x 4'-2 %a" 54%"x 54 Ye" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevatlonS. 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A g'-O" X 'J'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41'/4"x 83%' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" �4" x 81 %' �sf ;�;;;° Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -BI-Fold Finished 24" x 81 %2" E 2'-6" X C-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 I % Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel 2' -1 X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - BI-Fold ALL Exterior doors to withstand pressures stated in permit Info box on sheet 1*1 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 2" -r N in N 12" x 12" concrete column block filled with concrete land (2) #1 bars vert. tied Into lintels above Covered Porch I 8"-O" to 9'- " A.F.F. Vaulted Ceiling GR AT ROOM I I I I '-O" to! 9'-8" A.F.I Vaulted Ceding DINING R OM Vanity to be 34 Y2"high 8'-1" ATH Rod t: 8'-0" A.F.F. At U c Flat Ceiling ZID u U SECO; ND BEDROOM 2" x 6" knee -wall below counter, top EGRESS 12'- 8" N MASTER BEDROOM 8'-0" A.F.F. 41111­1_� Flat Ceding IN Rod ' Shelf Al 1 l Vanity to lie 34 Y2"high v t N11 I L S E Ti(� M I L _ _ _ Rod Shelf a 0 -o Is nail as F---T \ V- ��� i BAT ✓ 9Y4" (41") ° I High Wall 3'-8"j KjiTCHEN = - - I-1/2" O _ Cver-fiang - 8'-0" A.F.F. I Flat Ceding IF- N r 10'-5" -0. l Upper cabinets to extend over Ref. ayyqq R33ai. _i [Z3�I N I f�fcTaynw Mlad-Vsat �snn -IIBatts -14t,41, Steel Ballard �€dstad qn this sheet 22"x 54" IAttie Access Provide auto L with light J closer 4ERGENY 111 -re ---- Ln 150 Lij r. „ U o a/0 O O AM 1E EGRESS 0 0 0 3'-I" O O " Oi - 12" x 12" contra th concrete and into li 6" a col (2) # tels II'-6" Imn block filled C bars v rt. tied bove PORCH V E R 6' )� 2" - O 2'-8" 4" 9'-C Install windows thru buck into block with 3/1C tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,lambs and 20" o.c. max. Exterior Face at head and sill per product approval of wall -\ / \ Buck to be I" x 4" PT �� I"x4" P.T. Buck nailed to block with case hardened nails Detail a t W l n d OW S prior to window attachment NTS Braden t Braden AIA, FA Wynne Building Corp. Architects - Planners 417 BFax S.E. Coconut Avenue T h e Gr a n d C a r l t n Tel (772) 287-8258 : (772) 287-8283 Spanish Lakes E-mail: bradenaia�comcast,net St. Lucie County Florida Stuart. FL 34996 UAACO00032 INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK L)etall at UOOr INSTALLATION Date Drawn Revisions 3-7-14 10-18-16 Product GARAGE Drown by: Approval Revision RIGHT C.C.U.4-4-17 Plan Checked by: Review revis D.R.S. GARAGE 8'-4" A.F.F. O Flat Ceding i O N r-----------------� Block wall in garage to be -� struck block I I I I I I I i I I Exterior face H.B. Q W O Vent A/C o v- deter Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c, max and 4" max from each corner thru 2" x 6" PT Buck crews thru jamb into buck ige and 15" o,c. max and prior to door attachment NTS Sheet Comm 4 2, 12-27 OF 5 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND F0071NGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS iO DESIGN LOADS ARE AS FOLLOWS: ROOF ( = 4� PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI MIX AT 28 DAYS WIND VELLOCIOCI TY =PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT EXPOSURE ="C" 3 POISON SOIL ANDCOVEREITOF BEEACCOMPLISHEIDaOUTSIDUEEN SOIL POISONING FOUNDATION.O II. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12, ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOL7S AND FRAMES SHALL BE IN PLACE PRIOR 70 POURING CONCRETE. BEON MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT 70 BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL 70 BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED 70 A MINIMUM OF 2500 PSI IN AREA OF 13 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR To FORMING SLAB. 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 71• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS 70 BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOROVERHEADDOOR I -[ ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUND /4T f O j� N FD L /4 I � PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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 I US bar vert. at -18" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from � -0" 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-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 95 bar vert, w/ 30" overlap - at each filled cell Ili [ 11 TYPICAL FOOTIN TYPICAL rIONS 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mrl Visqueen over clean compacted termite treated fill �14% x 14"d concrete monolithic footing with (2) #5 bars cont. DETAIL 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per :4 foundation plan r (2) #5 bars cost. bottom steel 12" DETAIL AT GARAGE 37EPDOUJN SCALE 1/2" = 1'-O" 12" x 12" concrete column block Filled with concrete and (2) x7 bars vert. tied into lintels above Top of Tooter 14" below finished flo9r- Verify house s'.ab height in field -1111 IIII111I1111111 "' — 30"x30"AL" concrete column footing with (4) [I 1 45 bars each way 30' COLUMN FOOTING DETAIL V' Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE im . — — SCALE: 114" = I'—O" Termite Protection for Neal 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. 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I pll PORCH SLAB EDGE DETAIL 45 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ L— CALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Visqueen over clean compacted/termite treated fill -)"®;:i= 'Al-\ I�=I 111= II—I� 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dra. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #i. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location .ti�'r;•i ;p;Ct,•,i Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA, PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 34996 #AAC000032 20' -0" r' alp o o °11 1 o I ° I 1 1 1 1 1 1 --- FI----- Filled cell under girder above O I FI ° W I 4„ � Rear Patio/Slab �to be poured separate L , �JIL From the house slab. �r I I Thicken footing to 24% x 14"d x 24" L a under filled cell FI I ° ° ° I under girder bearing. r---'�— — — —— — — -- I Rear Patio/Slab to ° I be Flush with bottom of a sliding door recess. _a I slope 1/2" 1 1C -�I I ° I F1 I I 4" concrete slab with fibermesh OR C) 6 x6 #10/I WWM on 6 mil Visqueen over clean co patted termite treated fill I 7 I FI I e I I II I ° I C o I ale o �I 4"4 steel Ballard ®Pilled w/ Concrete vi o� I F co I e I I vim I 00)i a_ E I I I 4�> a E `` r- ° I 1D 4J I r- Io U ID �o U I I lU v#e 01 — 0 I JF ° ------ r—° 4 ° t---- ° Recess for Garage boor —_ ° , t— F 9'-0" 3'-5" 2" x 12" concr with concrete and into lin to column block filled (2) #"I bars vert. tied els above Wwnne Building Corp. / on ( /" I J#_�_ Spanish Lakes St. Lucie County Florida u t;� a °u >r 0 I N 4'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 121110 MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"111 x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 814"W With x 14"D Curb at Garage MONOLITHIC F0071NG W17H 2 #5 BARS CONTINUOUS - CURB m 0'-0" i I GARAGE RIGHT Date Drawn 3-1-14 Drawn by: C.G.U. Checked by: D.R.B. Revisions : Sheet 10-18-16 Product Comm # Approval Revision 3 . 12-21 OF 5 File COPY R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = US x 2" 3. Minimum Sheathing Thickness 19/32" COX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Kell Area Edll a Field Fastener Pressure Zone I 6 6 ed ring shank 45 psf Zone 2 4" 6" Sd ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" 48 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 Verify with Plan 12 "x 12" lumn Block Rebar Min. Uverlap Column tc �Int�l 4ttachm�nt NTS Provide 45 bars with min. 48 bar Provide #5 bar set in pre -cast diameters overlap into beam. Tie lintel into beam where length of filled cell steel Into continuous beam block stel the opening calls for it. Provide Cast -Crete 7:: SUB-OB/OT precast '- - - - lintel set in mortar Min. 8' Bearing �'- ----- Provide PT Buck attached per jamb etails Into filled c 4" Pre -cast Sill Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous Tooter steel. CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinuq to vent. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" die. threaded rod set min. 12" into wet beam and (22) IOd nails into truss Co crate Anchors Per Ma ufacturera Specs Poured Concrete 11 concrete block well ,I/4"Max. j Aluminum Panel Alums per manufacturer I. I' See T,gplcal Stud Dotal I I I i u 7/S" x 3/32" wing Nut w/ v eppropnete washer and spacing I o `v par manufacturer's Details r c I m •� 099" I c � i J S I ' qm e �9 I � I I Poured Concrete or I concrete block wall \ i Concrete Anchors Per n TRUSS BLOCKING DETAIL Manufacturers Specs z AT GIRDER STRAPPING e� k I A Flush Mounted shwtter l�etall T' t t­_rn 1"f Ili`- f"� a r, i r� I♦ i t 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 COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing 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 underlayment installed with min. 4' side laps and C 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 a "All Bars n B Bars 2,1*3 2'-10" 2'-8" I'-6" none 1 1 1 I I` 1 is. `----' -y---'----' 2,43 more 8F8-OB/IT 8PB-IB/IT BF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,93 none #5 bars T; CLEAR r "'!��r' 4'-6" 4'-4" 2,#3 none •;;•' no Row of "H" ,i%':?:; .:::':+ Block Above %`: 51_4" 5'-2" 4'-O" 2,43 more `I 5'-10" 5'-81, 4'-6" 2,#4 more Precast Lintel r i f•;c:;.'; ?:°,?:rig' i %•:": Additional `.;....`. f 6'_C 6'-4" 5'_4" 2.#4 more L__--y #5 bare more BFIG-IB/IT BF16-IB/2T 2 #5 more NOTES: ALL reinforcing steel is grade 60. I. min. coverage of stain— 5" 2. min. bearing required a ea. arl 3. standard for rail steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above " Bottom steel size Top Steel size Max. Gravity Load (PLF) Max. uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-V 8F8-OBAT 1 #5 3049 1569 1024 1_31 T-6" 2'-8" 3'-1" 4'-O" aF8-OB/IT 1 #5 2561 Sill 163 L45 4'-5" 5'-10" BFa-OB/IT 1 05 1105 1 909 339 L50 V-O" ill 8F8-OB/IT 1 #5 1238 ass 121 L40 6'-8" T-4' BFB-OBAT 1 #5 1011 121 534 LBO W-O" it 8F8-IB/2T 1 #5 2 #5 152 591 512 1-90 9'-O" 10'-V SFe-IB/2T 1 #5 2 #5 443 530 401 L40B T-O" Ill 8FI6-IB/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" ll'-4" Olie]i B/2T I ONE 1 #5 2 #5 1366 1028 452 LI20 IT-O" 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0" 13'-4" BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" BFIG-IB/2T ONE 1 #5 2 #5 1250 409 259 L160 Ill 11'-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LI60B W-O" IT-4" aF16-IS/2T ONE 1 #5 2 #5 950 Boo 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 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with 110) 10d x 1 1/2" nails — ( 24" o.c.) suppporting Max. 1810lbs. upllft Aluminum Dnp Edge t Fascia 12" 2" x 6" Sub -Fasts Kill full o vent vingl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/8" dia. head par product approval - see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied—� into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 14" below finished floor v 12 4 Aluminum Drip Edge t Fascia Plash and Counter flash Nail ledger to gable end truss with (2) IOd is at each will I lail Stud Detail Stud w/ Dic Cast Zinc NTa Nickel Plated wing Nut nt5 Brace Gable end with 2" x 4" SYP 42 Brt back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEER�ED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) -30 blown fiberglass 1/2" thick stucco on 3/8" hi-rih lath in bottom chord of trusses attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish no less than 1-3/4" penetration into and (1) #5 bar cont. In each row. Substitute horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing mamhare precast lintel filled with concrete and (I) 45 bar cont. for bottom row over openings I/2" drgwall over 1" x furringg 9/8" thick light textured strips at 16" o.c. with R4.1 Pi-fod stucco on typical concrete insulation on typical 8" Block walls block construction All drywall to be installed per FBC R102.3.1 Varies - see plan T and shall meet all pertaining ASTM codes. 45 bar vert. w/ m Mortar to be Type "M" only proportioned er FBC R601.1 30" overlap and Mortar points shall coinply with FBC R601.2.1. p Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) at each filled cell hurricane anchor at each truss ( 24" o.c.) sup porting Max. 1810 lbs. uplift ETA 20 BI T BI l ,el ' I �C4 3 Q w N � X L tD Otorn N Q ° a a L LN N u d O 00 E r: = — n3 tt N L � r I Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet I� ^ 12 t I W ^ (� I L CO —� n U(a W I- E O N N W o in N I Q W P- I screws with self sealing w slier at 12" ox. max epil over ASTM D 2) 30 Ib felt underlayme t installed with min. 4' side laps and 6" end astened with corrosion re [start tin ca s and with 1.25" ring shank nails !a Werrel to trusses using aUachme t detai on this sheet e�l - s. FIII cell with concrete and ROOF FLAN Rear Patio/Slab to #5 bar vent. (typicaU. I � LN _40 BI K _wl SLOPE �I L71 BI L31 C=� z I � I OI I BI L31 6D I I I L990B 2" N � L X r N 4J O 1 LL tL LU L = 0 N N U r 22 O16 U 00 — N N L L � Brace Gable i with 2" x 4" SYP #2 -8ft back nailed to bot of top chords using (2) 1 nails at each tr be flush with bottom of sliding door recess. F ax, 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 Step per foundation plan spacing at openings 4" concrete slab with fibermesh OR ROOF PITCH AT 4:12UNLESS OTHERWISE NOTED ON THIS SHEET e 6"x6" #10/10 WWM on 6 mil Visqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E — — AR ITE CH CT FOR AP ROYAL IN WRITING PRIOR TO STARTING CONSTRUCTION. =III= III IIII=IIII=IIII—IIII=IIII IIIIIIII[;, IIII— — ALL TRUSS TO TRUSS CONNECTIONS BY =1 IIIII1 I IIII11—IIII1 11 IIII— III— 1I I'— TRUSS MANUFACTURER IIII=IIII=IIII I11l ,IIII=IIII=IIII=III ��IIII Ilia- FI — ARCHITECT TO REVI W TRUSS SHOP DRAWINGS PRIOR IIII - IIII; II 0 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION —Ill—IIII= 1 3 7yplcdl Section dt Front FOrch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Scale : 1/ " = 1'- " FORM BOARD SURVE TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIA, PA W nne BuildingCOf Date Drawn : Revisions Sheet Comm # Architects - Planners p 3-1-14 10-18-16 Product GARAGE Approval Revision TelS.E. Coconut Avenue The Grand C d r l t o RIGHT Drawn by: il 12 — 2 Tel (7�f2) 287-5258 C-C-La. 4-4-11 Plan Fax : (772) 28�-8283 Spanish Lakes Checked b Review revis E-mail: bradenaiascomcast.net St. Lucie Count Florida Stuart, FL 34994 #AAC000032 - D-R-B- OF 6 F90 copy PANEL 'iA" circ# Description Wire Load BR Poles 2 AHU #10 3.5 kw 30 2 Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C camp 1 3 5 4 6 2 2 30 4.5 kw #10 40 gal. water HTR Ran e ttb 12.0 kw 50 I a 1 20 1.8 Ike #12 Pump 9 10 Dr er 410 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 I 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #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 #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 1 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1A kw #12 25 26 Recepts #12 20 I 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 412 20 1 1 20 412 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 I 20 #12 1 smoke Detectors 31 38 General Lighting 412 20 1 I 20 #12 Bathroom GPI 39 40 General Lighting #12 20 I s are 41 42 snare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General„Lighting (3, .watts sq, ft.) ... I . _ .. _ ... ... Small Appliance_ Circuit(s), ... . , . ..... ........... Range .... .. Refrigerator. Microwave..................................................... ............ Dish Washer ................................................................. . Clothes. ,Washer.. _ . Clothes..Dryer.. , . Water Heater ................................................ .............I... Water.Pump, ............................I..................... .... ........ Garage Door Opener ..... ._....- .......................... 1135 3 5,205 2 1,500 3,000 I 12,000 12,000 I 1,200 1.200 I 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5.000 I 4.500 4.500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts 0100% I 10,000 10,000 Remainder 21,415 1140% I 10 1 10,966 Electric Heat or A/C 10,000 965% I 710,000 10,000 Calculated Load Watts 30,944 Volta 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed P B Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O-- Wall Mounted kight Light with Pull Chain (attic) -=E) Waterproof ground fault circuit ® Floor Duplex Outlet © Computer Connection Jack FE-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan A/C Disconnect © Television Jack Telephone Jack n Di c ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light sPKR Speaker Hook -Up Intercom 143 CFM IOXIOx6 PATIO/SLAB MASTER BEDROOM GR�AT RgoM 143 CFM I0xlOx6 12xl2x9 Center Registers 169 CFM on telling fan 119 CFM B/A I I a I IOXIOXI ( OXIOx1 dJ ------ ----- r 1/J ° 12xl2x9 B/A I LOSET H.B. I I Is"� e CF 8 x4x4 I 0 I I 12" I L---- 8x4x4 I _ / r 34 M DINING� ---- Vent -th u ROOM I ,;'' /� BAT Soffit I ° 10" I KI11 ° ° 153 CFM 12x12x1 H.B. Vent O CFM fi x4t--- B jjf I xbx6 I BAT o 20xQ0 I Q I - O 0 - - - A/C "i 16 I W > I ," 22" x 54'"-1 #1 1 2312xC6xl� Q 3 ,� tQQI L-----� Attic Access ,sth light 1 - j L 1&I 150 Amp Panel Meter SECOND ; gx4BEDROOM 3b (Ni­GARAG;= 12xl2x8 B/A dJ COVERED PORCH = JUNCTION BOX TO SUPPORT A FAN M � C � � � � C � L L � � O O = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: I/�" Electric Notes: I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL fans shall be on a rheostat. the requirements necessary for the equipment to be placed in S. paddle 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 6, ALL exterior outlets to be WP/GFi protected. shall comply with all local codes and ordinances, and shall 1 Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8, AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 be 19. The electrical system shall be completely and effectively 10. A/C Refri Brant lines that are run thru slabs must PVC grounded as required by the latest edition of the N.E.C. 11. sleeved in 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 full 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 by 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 occupancg, 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 a'iing conduit. other phase of installation that may have been damaged. 26. Dryer Vents to be installed per FBC RM1502 r----------------- iI I I I I I I I 1 I I I I I 1 I 1 I 1 I I I I I I A/C disc. iso 92/0 Aluminum feed AMP I i/a' Conduit PANEL M TE AHU 2" PVC ( FPL}-� 2" rigid service FPL Bare ttb copper wire g to tt5 cont. rebar in slab ELECTRICAL RISER - 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 AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AAC000032 PATIO/SLAB overed Porch / 1 I / I / WP MASTER BEDROOM I I / v` R I AT smoke / Carbon R og M Monoxide Detector Combo I � O M I I - II I II LQSET� N II I I I I D I N I N I I _ L - - �- R O O I I GFCI -7 - I GFCI IGFCI GFCI \�\ I I ✓ ° I KITCHEN �� H SI - s�k� ! Cmbm - Monoxide Detector ci Hines kM Combo H.B. 50 I °I / C1 Exhaust Duct F a Thru Soffit \ Fci N L°� r,� "h GFCI I enter > I , 22" x 54"- I O is Attic Access ht OSECOND / %J L- withhgUJ OptionalPR 1510 Amp panel location I / Panel Pull chain / ®/ d light in attic / u Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI aInstall oulet w" under disc. not shown for �^ clarity A/C eter 42"h GFCI Y 9GARAGE PB /\ Garage II Door /vjJjfl Opener Wire For \ r-----------------, o Front Post Light WF GFCI I I I I I \�Pu6kCl��// \ 1 El I EL TRiC/4L FL14N o Post Light with Photo cell u X W p � I 41 IL SCALE: 1/4" = 1'-0" Attic Venting Calculations FBC 2309.1 Total Attic Space = 212'4 sq, ft. Venting Ratio VISO = 1-4.16 sq. ft. required Provide A Continuous Vented Soffit LU nne BuildingCorp. p Date Drawn Revisions : Sheet 3-1-IL 10-18-14 Product T h e C,� r a n d C 1 t GARAGE Drawn by: Approval Revision (� r o H C.C.U. 4-4-11 Plan Spanish Lakes ed by: CDckR.S. Review revis St. Lucie County Florida OF 5 Comm # 12-21 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRU55E5 ARE TO BE SET AT 2.-O: ON GENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIll"I BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMIN IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 0 degrees or less 1 2 Line span approx. Truss must be set this way if crane used. Truss is an ..ample, your truss may not match isist crane operator sets truss this way. 30' to 60' Span A SDreader Bar (Toy r_Approx 2/3 tom Line 1/2 of Span REFER TO BCSI iss 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 Q are installed. A AIF2 HAN��--ER NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A HANGER ---.--..-- _ __. _ Carryi For Truss to Truss Connections see hanger/connector schedule in engineering package. _ no Girder as tabs lails. SEAT PLATES BY CHAMBERS s 4 INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 i— io upset=1/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 F___ 2 2.10 Y 8 M upset=l/4" heel=315/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT V-1" END DETAIL: A LLl ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH �l Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT" GARAGE RIGHT FABRICATION AGREEMENT' 71itj88E3 CANNOT 6E STARTED urmLTHts AGREEMENT IS SIoNeo 6 RETURNED 'Y)he lagd description of the property when the trustee will be Installed Is: ihmeee will ute made In all accordance with this truss placement diagram layout, s the wle atMatlry for determining successful fabrication of the trusses. N 4 talons In this layout have been t eritied by the undarelgne0. Udeee written notice k preNded by certified map to Chembere Truss wlNln ten (10) of deavery the and fished d agroes filet no baekchargas.wat be amavrod. In the event written wdce I+ Nmlahed Chambere Tnue ahM have three (3) bu5)rroas days In welch tIr repairs reghAred, orto substitute othertruaes+, at Chambers op IhI uoderetgnad acarcWrldgsa receipt of"SCSI 1.OS'summsry sheet byTPl&WTCA. DeMery A�)Tb,.slle. �t M"ed"ba�uthadN t'delermy^I a the sus hIIIN of tine lob dlba o�a pdaof the Job +hs for delNery. G^amosre r men van ors renporaIDN' mr sump a "v"ry only. a.buyer Is respomlbts for eddPoonal degvary expense a Chambers Trues hoe to redeliver xhue Job sme M not prepared for delNery or boyar Is not prepared for dallvery of trusses. ye"kis reeponsmla to Ctumbere Truss for toving coati due to ells condltlona. Xey N,A 550 perthour fgf0Prh �maybechaed toryedby Chamb aTnrun gw-are. made In ��,,''D1'hlle 4 a PURCHASE ORDER to Chambera.Truas : �ide� t grIf In a68teM a reawr able p ke. Inwloe via be made on de 8� .gINery. Imrdce may bs made d scheduled date bf demvery II buyer cannel scoe� �"ory'of fabricated louses. The undersigned agrees to pay Chambere.TNes 0,onabts lmey'a fee for eol :na in event of payment nd timely made. l-12 %per month service Inge will be added for am soma not pekl wahln terms, ); Signature or Initials amywhero on this sheet constitutes agreement to ea terms harsh. In conslderWon of Chambers Truss extending credit for this materiel the undersigned oondWoneAy guarantee payment when due of any and all Indents ness owed to ambers Trues by any entity receiving material and the undersigned, agrees to pay such lebtednew Including attorneys ties. H default In payment for material be made by the iplent. 10: In the event of arty 10rdlon concerning ols agreement, the hems fuml'shed hereunder �Mt Lodreferred en, the. parties agree that the sole venue for any such action oval IA: wlgn responsibilities are per -National Standard And Recommended Guidelines On aponelblales or Construction UsIM Meld Plate Connected Wood,Truwas IS WJTCA 4- 2DOr . 3NED '' )R TIT E \T - • i :Multiple ply trusses must be fastened together per engineering )ettire they are set, failure to do so can resultln roof collapse. j 90, orery and permanent bracing are required and can save life -Tand property and Is the responsibility of the truss erector. �t: +dy the contents of the Infonnatlon packet Included on delivery before setting trussing. 'IT, tr• a� � Tfltssea tramtbe second braced pidestjlri tD PlevertWisY&!Sa'"age' Trusses must be set plumb and square 'Do holiest bunks or stack of plywood, roofing material or any ether cottcentreted loads on trusses, thls can cause collapse. D NOT SET TRUSSES USING T 41S LAYOUT .J icl: It avinUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue . Fort Pierce; Florida 34882-6423 > , 800-551-5932 - ,' Ind4 Pierce 772.465-2012 Fax 772-465 ST11 19io Beach 772 568-2012 Stuart ' 772.266 3302 Wah alto! CHAMBERSTRUSS.COM - The Architec, s nr Architect's representative's shop drawing approval is NOT a "double shack" of the contractor. The contractor shall remain responsible for checking field measurements and ether consiruetion criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on loads and structure from graNAL their re as. Approved By:_Dale92.0/93.2 MITEK 4.2 Emden A. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake o m Loading in PSF Roof R.D.L. ttt � to � Top Chord Live 20 �' o Top Chord Dead 7 4.2 o Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 TOTAL Load 37 7.2 RC Duration Factor 1.25 ` > Wind Speed 165mph Top Chord C.B. Sheeting by builder. H s Bottom Chord C.B. Sheeting by builder. v ~ Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT K.U.L.=mesiralnln ueaO LOBO a-ts: uontinUf.9US tiracinO 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:XlC !u/y/, j - 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 7 3 96/_ M 11323 1�