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HomeMy WebLinkAboutBuilding plansGulf Coast Supply and MFG 5v Crimp Metal roofing FL U11651.12 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' aide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring. shank nails RIGHT ELE\/ATION 12 -4 1 SLOPE LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" 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' aide laps and 6" end laps fastened with corrosion resistant tin caps and rt7g shank Halls spaced L" o.c. at all laps and two staggered rows 12" o.c. in Geld. Attach deck to trusses using attachment detal on this sheet 5/8" thick light textured / stucco on typical concrete block construction SCALE: 1/4" = 1'-0' Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors. Sliding Doom Windows & skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JES Expiration Date Design Pressure of Approved Tests I"2"3 t4 FL# 11499.2 Single Hung Series 185 Mi Windows and doors x mean. yy ar1 opn Lptlan at max om each corner and L o.c. thereafter throJgh T Suck Into solid Poled CMU well maintaining min 2.5" edge distance in Knct adherence to the rodact a royal. + LO oaf A I6-0330.02 Overhead Garage Door 9 o4elm82wdt8hll IL'-O" max height DAB n. x ue to ao vint. . sn "'ysgo 5i ie" dill"1. a°r�0s'.c°"..`w':��°�it e`a. buck n ar IS adds esw¢s - Gc w a zup sahsrs to pneitt opluWal ronM Ist an rdlar ahefp. 10-9-21 + 50.01-60.0 psf g FL# IL414.1 Fiberglass Smooth Pro/ Jeld-Wen Elco 1/4" din. tapcon with min 1.25" embedment at 3" max from corners and IDS" o.c. max thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 Mi Windows and doors i q x 11p eons i east anon at max. rom sail- corner end l' o.c. n{ dou�ls row ttierea 8,tr throng PT Buck into solid filled CMU mall maintaining min 2.5' edge distence in strict adherence to theproduct approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method E puation Date Design Pressure of Approved Tests Mullions FLtt 15353.8 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" self tapping screws per clip as shown in product approval. + 118.9 PSF _ Roof FL# 11651.12 5V Crimp Metal RoofingGulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using x9 x 1.5" wood screws with self sealing washer at 12' o.c. max gacing over ASTM D (tgpe 2) 30 Ib felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L' o.e, eL all laps and two steigered rows 12" c.c. in field. Attach deck to trusses using attachment detai on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using 48 x 3" wood screws at each truss. Install soffit to battens using 0,12" dia. x 1.5" long ring shank nails with 3/8" dia. head. +55.0/-35.0 PSF Hurricane Panels Flu 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 55 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 ) 12 Finish Columns with 5/8" thick cut coral finished stucco bands t 5/8" thick x 8"w cut coral finished stucco bands Allh 0'-0" = Finished 2" x top plate 1/2" drywall ceiling on truss bottom cord 4" I/2" drywall on x I studs at 16" o.c. base -board ----\ 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 111 #10/10 WWM on 6 mill Visqueen over clean compacted termite treated fill Interior Non -Searing Partition Gulf Coast Supply and MFG Sv Crimp Metal roofing FL 411451.12 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 skating over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced b' 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 SLOPES COVERED PORCH th ck I ht t t d GZT d-o5ay ST. LUC!E COLITY ELTI prN- rljrtcl REVIEIIEDF C [ . RE%'IER ED B ' D:AiE rt t`s A E ., R IiiT AH ',s:. .;.s JOB OR -NO i\SYECTIO\ 11IS.L Gt siyUE. ALL MANUFACTUHca, _:.f;Lt:+-_;I.."!A U FACTORS AND SHGC COMPL IiI NTH FBC ENERGY CODE MUST REMAIN ON ALL. 1 C0I AND WINDOWS UNIT* IN8PEeTIONS ARE APPRAMEB I I eX ure stucco on typical concrete 5/8" thick x 8"w cutCONCEALED FASTENERS OR ATTACHMENTS block construction coral finished stucco barldiTHE RESPONSISILITY OF THE CONTRACTOR OF RECORD REAR ELEVATION SCALE. 1/4" = 1'-0" 4,AN!'i ALR Hanna"-n r,�-.. p :C. 3A' FIELt7 INSFS` �`N�WECESSARY Gulf Coast Supply and MFG 5v Crimp Metal roofing FL tt11651.12 "�Ai.WITN,a. 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" THESE Pu�+� A�') t.L FlaNDP I' MRK woodF screws with self sealing washer at 12" o.c. max spacing over ASTM D '1 .'..,ARESue.le , ro ANYCCRRECTIONS (type 2) 30 lb felt underlayment installed with min, 4' side laps and L" end 00WRER BY FIELD INSPECTORS THAT laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails MAYBENECESSI45YIN r?RgER 0 spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach COMPLY WITH ALLANW41iwpLt GODE . deck to trusses using attachment detail on this sheet §. J TERMITE REQUIRED 12 4 1 SLOPE 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. WNW. ==I I-Mi W-11 I MINI MFM-1 11 nts Braden It Braden AIA, PA Wynne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T H E R 0 Y A L E Tel (112) 281-8258 Fax : (712) 287-8283 Spanish Lakes E-mail: Stuart. FL bradenaiaO comcast. net 3,4994 UAAC000032 St. Lucre County Florida 2'-2" \ 5/8" thick x 8"w cut FRONT ELEVATION coral finished stucco bands SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential. 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: I65 mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:I2 Internal Pressure Coefficient: ±0.18 Subjectabihty to damage from: Weathering: Negligible Termitea:Veru Heavu Width of Roof End Zone: 3'--4"- Wind Speed: I45 mph ultimate Wind Exposure Classification. C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design IP R OP $xlZ TYo i:li AI -I Load Combination. ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.6DL+O.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.L oaf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width. 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 pef Shear Walla Considered for Structure? Yes Continuous Load Path Provided? Yes ® = Roof Zone 2 Walls Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: - Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 21 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD. -AS- palf FLOOR DEAD LOAD: 10 of JOB ADDRESS: G MODEL: Date Drawn 5-9-11 GARAGE Drawn D LEFT Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet Comm # 1 _ 12-100 t?iwi "FLOOR FL 4N � RAS POST DE A11_ TYPICAL NOTES: SCALE 1/4" = 1'-0" C H T AREA CALCULATIONS I. Contractor to verify ALL notes and dimensions prior to N.T.S. 36" high by 4° diameter Living A/C = 1120 s q. ft. proceeding with work. steel crash post. Floor Flange wlth 4 - 3/8" Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 311 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) Entry = 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. 4No dissimilar metals to touch. Total Under Rf= 22�f5 oo s q ft. . 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %," r;' ALL Concrete used for vertical filled cells, cont. tie beams etc., to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3/e" 0 2%" L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3-5_ 2% �. ALL wood in contact with concrete shall be pressure treated. o 0 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. 2%" 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.L 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 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R31L - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C3L, C19, C415, C514, CL30, C931 C9L0, C1002, C1041,C117-1, C11-18, C1218, C1395, or C139L and shall be installed R702 5) according t0 the 1011OWing: (FBC 3. Masonry Beam I" x 6" P.T. Buck nailed to Drywall Framing Max. spacing block with case hardened nails prior to door attachment Thickness Location Orientation Member fasteners Nail sizing options for Spacing of installation of drywall into Nails Screws Maximum wood framing members 2' x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 16" 8" ib" 0.080" din. xx 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/(4" head 0,098" diameter x 1 3/8" long annular -ringed or Ld cooler nail a OR Walls Either 16" 8' 16° 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/64" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, A118.3, A13L.1 and A13�1.1 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall comply with F.B,C. R31L. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofingFL #11451.12 26 ga. 5v crimp metal roofing attached to plywood eck 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 underlagment installed with min. 4' side laps and 6" and 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. I IOIbs. uplift Aluminum Drip - Edge t Fascia 2" x 6" Sub -Fascia Kagcan full o vent vinyl soffit installed using 1/8" die shank x 1.5" long geiv. roofing nails with 3/8' die, head per product approval - see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction 95 bar vert. w/ 30" overlap — at each filled cell 'III..-11II-m 'illlll 12 41 W ood Base 4 TYFICAL SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips ai 16" o.c. with R4.1 Pl-foll -insulation on typical 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" on] g proportioned per FBC RLO1.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over /clean compacted termite treated fill 14" x 14" Concrete footing with (2) #5 bars cost. and #5 transverse bars at 48" o.c. Scale : 1/2" = I'-O" tom otal Cubic Ft = 13,1(00 2" VTR JAL Attach buck to block wall with I 1/4' dia. Elco conc screws with min. I 1 1/4' penetration at 12" o.c. max 1 and 4" max from each corner thru Exterior face 2" x 6" PT Buck 21' VTR or wall JIL cries (� I I I Master I Lay. I #8 Wood screws thru jamb mt$`yyppk� 1 at each hinge and 15" o.c. max and'q. Detail a t D oor prior to door attachment Lay. I ," 1 2" VTR NTS .0 JIL INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK 2" Sher. 3 I INSTALLATION Kit. Sint I Install windows thru buck into Kitchen 2' I I block with 3/I6" tap -con with 1 1 1/2" penetration at 6" o.c. max. from each corner and 20.' o.c. max I thereafter at and 20" o.c. max Lev. ,1ambs Exterior face at head and sill per product approval of wall Buck to be 1" x 4" PT V anea 3' W.C. Bath #2 X skier. I"x4" P.T. Buck nailed to 3' lock with case hardened nails Cx7o [Detail at Windows prior to window attachment septic NTS PI I IMRINIr. i21c,1=P Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max „ thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door 1 1/2" Seeding Door Detail 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 1;, ,h Window Schedule Mark Size Rou h Open. Window Description PRESSURE ZONE L 4'-5%a"x 5'-3%a' 54%"x 63%4' Single Hung ZONE q 2. 6'-2%a"x 5'-3%" 15' x 6314" Single Hung ZONE 9 3. 2'-2" x 3'-2%2" 21%2"x 385/a' single Hung ZONE q 4, 3'-1" x 5'-3%" 38' x 63'/4" Single Hung ZONE 1 S. 4'-5%"x 4'-2%" 1 54%a"x 54Y;' 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 a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-O• 108" x 84" Overhead Garage Door ZONE 1 B 3'-0" X 6'-8" 41"%" x W4" Fiberglass Panel - Inswing ZONE 9 C 6'-0" X 6'-8" 14" x 81 %2" FFoMr a° `tls Sliding Glass Door ZONE 4 D 2'-0" X L'-a' Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-6" X C-8" Solid Core - Wood - 6-Panel F 5'-O" X V-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-V X V-8" I Solid Core - Wood - L-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 #I All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction NTS Braden t Braden AI,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 28-1-8258 Fax : (7-12) 281-8283 E-mail: bradenaia6)comcast.net Stuart. FL 34996 #AAC000032 C I C r 21'-0" IE 10'-01, 3'-10Y2° o E EGRESS O PORCH o E WIRE LATH t STUCCO O MASTER CEILING BEDROOM o 20E E A.F.F. -vm- w - Flat Ceiling E ~LLrn EE EE 101 1 1 1 1 19 1 1 1O EE E M 4" E i O o 0 i I 8'-0" to 9'-8" A.F.F. Vanity to be 341/2"high Vaulted ICeiling 20' 8" Rod t Shelf ° I o I � G R EIA T 6'-Q" 6'-4" ROOM H.B. � 0 _� I I r E u I� E 2" x 6" knee -wall I rro LOSE I 'n below counter top I I� I is, d LINEN — — — —I Q[ 8" CABIN ® Rod t Shelul N„ F„ j DINING W o — i`�Wi — � `� ROOM if 6'-0" ° I E +41" HIGH WALlI 8'-0" to 9'-8" A.F.F. Oi I Vaulted Ceiling E E Flat Ceding I 1-1/2" VERHANG r ° KITCHr--R------- H ry 0 O - N Upper cabinets to r I extend over Ref. 12'-6" dy ° O' - 5"nirmnmevF Nl ("I E NON -VENT THIRD R36, EF — o BEDROOM OF €NI IG is — O MOM= 8'-O" A.F.F. Flat Ceding =_ Lu A/C r E R-II Beet. Insulation 1 22" X sq" \'j'•^/ v l� J #I Provide auto I Attic kghtu �1�11 tl W W closer L \u O - - - - - �I I > 400 Steel Ballard 1 0 1 M See detail on this sheet qi It J J 14'-6" 41 to O r c FF c+l'a 150 AMP O Double Linen Dou le Panel HangingD Han n S 2" GARAGE II E BA_ „H s (`� O m Vanity to be �r 8'-4" A.F.F. I I 3 Y2"hip H.S. N O Flat Ceding oc d- I I E O 0 O Double g g Han in r-----------------) Iii I d Block wall in I E anori — - O - I garage to be I E MT E E r I struck block �y EG E5 C in „ 4,-9iF 1 I l bdrC O" I I n v m I Son I I m - E 12'- [1 EE OE °E SECOND ® C.C.U. 2809 BEDROOM O in Flat Ceding ry EGRESSE %�0—TT2r- O ° O 3'-C 2'-8" 2,_8„ 2,_2„ q,_6, 2,-2„ 15'-10" 5'-4" WLinne Budding Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: GARAGE LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. File Copy Revisions Sheet I Comm # 1. OF 5 12—IOc STRUCTURAL 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 FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ROOF ( = 4� PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t 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 TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES. CONDUITS, iNSERTS, BLOCKOUTS, ANCHOR BARRIER (MINIMUM 5% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. B SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN, FILL TO BE SPREAD IN 12" LAYERS AND A MINIMUM OF 2500 PSI IN AREA OF 13. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: MACHINE COMPACTED TO FOOTING: 3" BUILDING CONSTRUCTION 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. 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 1600 PSI ATTENTION OF THE ARCHITECT. 14. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR Ii• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE F O U N ED/4T I O ` , F L /4, I PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction_ 3. Soil conditions assumed to be 2S00 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 #5 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'—i1" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" 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) (o. 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-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ Thicken edge to 8"x8" SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR 30" overlap ECTIONS \at each filled cell one #5 bar continuous G"xG" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE 6"x6" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill =1111IIIII�i I4"w x H"d concrete monolithic I— footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 611x6l, #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per Q foundation plan a _ 10" (2) 3*5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verifg house slab height in field Top of footer It" below finished floor 1- III=I i�lcolumrl 30"x30"A6" concrete footing with (4) = _ I I #5 bars each way F30 COLUMN FOOTING DETAIL 5CALE = 1'-O" I PORCH SLAB EDGE DETAIL US bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. 45 bar in curb \ E SCALE 1/2" = I'-O" \SEE TYPICAL SECTIONS 4" concrete slab with fibermesh OR OxO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill O'-O" e F.F. ^., IIII—IIII—III i i— W11411 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. ARAGE CURB DETAIL 5CALE 1/2" = I' - 2" x 6" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO HOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. SCALE: 114" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 1200 MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS a 30" x 30" x IG"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8 " W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS iI+' With Curb a14"Dt Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic 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. 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 3*5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled ell Column NTS 0 0 i— J:! 21'-O" 12" x 12" concrete column block filled with concrete and (2) tt[ bars vert. tied into lintels above r— o a -,- ----+ FI�+--- O-- —----I —�� F4 �I FI I Filled cell under L L girder above rA I FI 24" Rear Porch Slab to I�=91 be poured separately 1L F4 I r J from House Slab. 0 i o in I Thicken footing to cv � 24"w x 14"d x 24"L 1 under filled cell E) /,L I under girde74" I QQ Q (]� I �Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I"0°coslab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over I E clean compacted termite treated fill I FI I I I O o I h F- I I� �I I� I I FI I I I o I� FF O I — — a — — — O O --- - - - - -- I I #I >� I- See detail on this sheet /- o L-- I" I I I 4" concrete slab with fibermesh OR I I I E CxO 31:10/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill I I E O I iv I I FI I v- F5 O0•I F5 —oN \ FETE o lfI " I F5 Recess for O L --Garac Door will 12'-6— 0 — iII CC I F1 I I I I I I of IC In I I 3'-4" 9'-0" 3'-6" 2'-8" 2'-8" 2'-2" 9'-6" T-2° H.B. 12" _n co nm m — 0 0 Braden it Braden ,AIAr, FA Architects - planners 41-1 S.E. Coconut Avenue BTel : (112) 28'1-8258 Fax : (112) 28*1-8283 E-mail: bradenaias'comcast.net St-uert FL 3,4996 #AAC000032 Wynne Building Corp. THE R O Y A L E MODEL: GARAGE LEFT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D_R.B. Revisions : Sheet OF 5 C( 12— Spanish Lakes St. Lucie County Florida am i<e 12 i<e 12 Area Ede Field Fastener Pressure Zone I b" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 psf Zone 3 �{" �{" Sd ring shank 84 psf ** Zone 3a 6" 6" tt8 wood screw 112.5 psf Verify with Plan Concrete / Lintel ROOF F L A �l Provide #5 bars with min. 48 bar diameters overlap into beam. Tic Provide #5 bar lintel into beam act in pre -cast where length of I Scale : 1/2" = 1'-0" filled cell steel into continuous beam block steel. the opening calla for it. — Overhangs at 1'—O" unless otherwise noted on this sheet — Roof pitch at -4:12 unless Otherwise noted on this sheet Provide Cast -Crete ` — Truss shop drawings to be provided by manufacturer 8U8-OB/OT precast lintel set in mortar - I — J'' Y' - Any changes to this plan shall be submitted to the Min. B" Bearing -�-- ---'-"�`---' architect for approval in writing prior to starting construction. ``' i .,, i i I — ALL TRUSS TO TRUSS CONNECTIONS BY P.TRUSS MANUFACTURER <r - Architect to review Truss Shop Drawings Prior O Provide PT Buck t0 construction for layOUt and uplift verification 'details attachnto Filler edmcell f Poured Filled Cell - Contractor to provide for Form Board Survey and to provide Q Form Board Survey to Truss Company prior to truss constructio = i 47 4" Pre coat r Sill 1 l IfI .,r Provide #5 bars diameters overlap with min. 48 bar in filled cell. Tie i h '� filled cell steel into continuous footer steel. 12"x 12" Column Block 41 1 Rebar Rebar 48 Bar Dla. Min. Overlap Column tc Lintel 4ttachm&nt NTS r Concrete Footing (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = I'-O" 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. Install Simpson MGT into well using N 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT -1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath na;led to substrate through one layer of ASTM D Tggpe 2 Felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at 0 o.c. in field and edges with IOd ring shank nails into studs. 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 Additional Precast Lintel #5 bare �.�'. CLEAR Lintel Length Bar Length Clear Span u „ A Bars n n B Bars 2'-10" 2'-8" -6" 2 u3 none ----' ----' '`---- " 3'-4" 2'-2" 2 u3 none 8FB-OB/IT BF8-IB/IT BF8-IB/2T Additonal 4'-O" 3'-10" 2'-8" 2,43 none tt5 bare • - _,...y CLEA �,'1r!:;; Lf„r 4'-6" 4'-4" 3'-2" 2?t3 none ;,•'� ne Row of "H" Block Above ':`",'r: 5'-4" 5'-2" 4'-O" 2,43 none ;+ -•'`-• 4'-L" 2,94 none r ,:9 Precast Lintel r'�.y.,;_,_�, � 5'-4" 2,44 none ,.:., , i Additional i #5 bars f 1-6" �'-O" 6'-2" 245 none Belli 8FIL-IB/2T 8'-4" �'-10" �'-0" 2,#5 none NOTE5: ALL reinforcing steel is grade 40. I. min. coverage of steel=1.5" 2. min. bearing required a as. end=8" 3. standard for reinf. steel=ASTM A4I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above " Bottom Steel Sfm Top Steel S12° Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 X-2" V-L' BF8-OBAT 1 #5 3069 15L9 1024 L31 2'-L' T-8" 3'-1. 4'-O" 8FB-OS/IT 1 #5 2541 1363 163 L45 4'-5' 5'-10" BF8-OBAT 1 #5 1105 409 334 L50 5'-O" L'-V BF8-OBAT I a5 1238 835 121 LLO . -S. T-V 8F8-OS/IT 1 #5 1011 121 534 LBO 8'-O" 9'-4' BF8-li I #5 2 #5 152 591 512 L90 9'-O' 10'-V 8FB-I8/2T I #5 2 #5 11 530 401 L90B 9'-0' 10'-4' 8FIL-li ONE 1 #5 2 #5 1533 1183 401 LIOO 10'-O" II'-4" 8F8-IB/2T 1 #5 2 tt5 582 444 452 LIOOB 10'-0' ll'-4" BFIL-IB/2T ONE 1 #5 2 #5 1566 1028 452 LI20 IX-O" 13'-4' 8FB-IB/2T 1 #5 2 #5 411 428 324 L120B 12'-O" IV-4" BFI4-IB/2T ONE 1 #5 2 #5 1015 110 324 L140 llil 15'-4" 8FIL-IB/2T ONE 1 #5 2 #5 1250 L09 259 LILO IL'-O" n'-4" BF8-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" IT-4" 8FIL-IS/2T ONE 1 #5 2 #5 also Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x I I/2" Wads - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip — Edge t Fascia 12" 2" x 6" Sub -Easel Kaycen full o vent vinyl soffit installed using I/8 dia shank x 15" long gale. roofing nails with 3/8' dia. head per product approval —see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) #1 bare vert. tied__ into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of footer 11" below finished floor J 4 Pared Col concrete h chore Per Specs lax. v 0 c J 4 a >t Poured Concrete or concrete block well \ Concrete Anchors Per =. Manufacturer. Spec. Flush Mounted Shutter Detail Aluminum Drip � Edge t Fascia Flash and Counter flash Nall ledger to gable end truss with (2) IOd lls at each web I/2" thick stucco on 3/9" hi —rib lath attached to horizontal and vertical wood framing with Wade or staples to provide no lea. than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base Stop per Foundation plan Slope per foundation plan Aluminum Panel &zee per manufacturer — sile T el Stud Detail 1/9' z 3/31' Wing Nut w/ appropriate washer and spacing `u per manufacturer's Details 3 Ot1' 0 o,r c` I Isla' Stud Detail Scud w/ Die teat Zinc xis Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP tt2 8ft back nailed to bottom of top chords using 12) IOd nails at each truss PRE-ENGINEERED WOOD TRUSS 024"o c TYPICAL ( shop drawings by manufacturer ) blown fiberglass \R-30 n bottom chord of trusses a T -I/2" drywall with smooth finish Two rows of beam block filled with concrete p ° _end (U #5 bar coat. in each row. Substitute i "o precast lintel filled with concrete and (I) tt5 r- f11 bar Cont. for bottom row over openings o - .+ Q I/2" drggwall over I" x furringg Pi to strips at 16" o.c. with R4.1 -foil � -insulation on typical 8" Block walls All drywall to be Installed per FBC R702.3.1 v and shall meet all pertaining ASTM codes. Mortar to he Type "M" onlgg proportioned per FBC R60�.1 and Mortar joints shall Comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and (D tt5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with flbermesh OR 6"xG" #10/10 WWM on 6 mil Visqueen over /clean compacted termite treated fill Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift HETA 2 11 L45 BI B1 0 � � m N 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 trues. Add blocking to truss leg per detail on this sheet it , L90B ,12" LO BI \ I / / BI / / /6I /I i � /Al}•L/TED ZI �i. BI L45 L45 '� Gulf Coast Supply and MFG Sv Crimp Metal roofiAnd sill ng FL 41i651.12 BI � SLOPE 2G s. Sv crimp metal coring attached to plywood deck using #9 x 1.5" ype a u erlatimerit installed with n. side lops &no laps Fastened with corr aion resistant tin caps and with 1.25" ring shank nails BI spaced G" o.c. at all I sand two ataaaered rows 12" o.c- in Field. Attach I .4.A x e7 i I Attic Access 1„ ��qO] cY - Q W L31 lie I / I I I / / I BI UJ 131 BI BI L90B BI L90 c_v - = I=III IIII-IIII IIII=IIII=IIII �;. IIII IIII III �. � IIII IIII IIII IIII IIII—IIII IIII III— II,,. i-IIIIIIII=IIII ,'14iii Tqp►cal Sit ection at front fi orch Scale I/2" = I'-O" Braden Braden ,41,4, P,4 Wginne Building Corp. Architects - Planners 4I1 S.E. Coconut Avenue THE R O Y L Tel (772) 287-8258 Fax (1-12) 281-8283 Spanish Lakes E-mail: bradenaia9comcast.net St. Lucie County Florida Stuart. FL 34996 #AAC000032 HETA 20 Simpson HETA 20 hurricane anchor at each truss P i I VIA. 0 0— NMI VA"AA 0451 'd W-AMA 0, ; WX ,WAA ( 24" o.c.) supporting Max. 1810 lbs. uplift Q BI L45 MODEL: Date Drawn : Revisions 5-9-17 Drawn by: GARAGE LEFT c.c.u. Checked by: D.R.B. BI L3I 14 SLOPE CV 11J py Sheet OF 5 PANEL 11,4" Poles SR Load Wire Description arc# arc# Description Wire Load BR Poles 2 40 1.0 kw #a A/C comp 2 AHU #10 3.5 kw 30 2 3 g 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 5o 2 l 8 1 20 1.8 kw #12 Pump 9 10 Or er #10 5.0 kw 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw 412 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il 18 Recepts #12 - 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 19 20 Recepts 412 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw. #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1,92 kw 912 21 28 Recepts #12 - 20 1 1 Is #14 General Lighting 29 30 Recepte #12 - 20 1 I 15 #14 General Lighting 31 32 Recepts #12 - 20 1 I I 15 #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 I is - #14 General Lighting 35 36 Bathroom GFI 412 20 1 I 20 #12 Smoke Detectors 31 38 General Lighting #14 IS I 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 1 spare 41 1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting (3, Watts sq. rt.) Small. Appliance, Circuit(s) , , , .. _ ... .......... ........ Range .. .. ..... ............................................ Refrigerator ... Microwave.................................................... Dish. Washer ................................................... Clothes..Washer. . . . ........ . . . . . . . . ...... 11 ....... 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 1200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% I 110,000 10,000 Remainder 21,415 840% 1 O 10,966 Electric Heat or A/C 10,000 e65% I 110,000 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 S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle O- Wall Mounted Light Fi Waterproof, ground fault interrupts re Light with Pull Chinn (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector 4t-P Flood Light Q Thermostat Electrical Panel m Q Central Vac rc::�I Electrical Meter sQ Smoke Detector Ceiling ran © Television Jack TTelephone Jack A sc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPNR Speaker Hook -Up ❑t Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WF/GFI protected, 1. Recessed cans to be installed per NFRA requirements. 8. AFCI receptacles are required in all rooms except Kitchen. Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone comdanu. #2/0 Aluminum feed I Y Conduit -_ 20PVC IFP 2" SEE MANUAL J" and Energy Calculation For Unit info #6 eoppa wire cont. rear 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 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 "TECH ;NIA �+L ent thru 1-;4YOUT O= THERMOSTAT LOCATION SCALE: 1/,I" F19 Exhaust Duct ry Thru Soffit. 4" Exhaust Duct Thru Wall WP GFC Install owlet under disc. N not shown for clarity Q AiC MASTER BEDROOM WIF GFC I TV Flo RCH \ I O I O� Smoke / Carbon Manmade Detector Comba t5 42"h GFCr11� - - - � I \ 2" x 54" I ttic Access with light L - - - - \ 4110 bee detail l anthis sheet/ 1 \ Pull chain \ light in atticpc 150 �mp Panlimp \ OPTIONAL PANEL \LOCATION \ 421 GFCI \GARAGE (9= �I Garage Door Opener r----------------- 1 I I I I I 1 I I I I I 1 I 1 I i I I I I I I I I ELECTRIC/4L FL/4N SCALE: 1/4" = I' -Oil Attic Ventln CalCulatiOnS FBC 2309.1 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit GREIAT ROOM I i /i �I I� DINING ROOM I \SSA THIRD BEDROOM Smoke / Carbon Monowde Detector Combo under AHU qp /. T4\,,t • �V/ to c \\ S E C Z-ON-D- BEDRROOM / I w E a Post Light with `m Photo cell JE> � WP er float Light on corner Exhaust Duct Thru Soffit lU re For Front Post Light Braden i Braden AIA, FA wimne Building Corp. MODEL: Date Drawn Revisions Sheet y"` Comm 4 Architects - Planners 5-9-11 411 S.E. Coconut Avenue THE R O Y A L S Drawn bg: Tel : (112) 28-1-8258 OB GARAGE _ 12 - I O O Fax (112) 2Sscomca 3 E-mail: bradenala comcast.net Spanish LakesLEFT C.C.U. Checked b y: Stuart FL 349% UAAC000032 St. Lucie Count Florida q D.R.B. OF 5 -- ME AA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read givon special attention by all persons installing trusses. PAGING NOTE r Ai 7; :J, �:; ", ARE TO BE SET 2 a ON GENTER nT, NOTED F1I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE Ak IF MULTIPLE PLY. J& 30' Span or less *60 degrees or le's L --► " t'PProx. BCSI - why if crane used. ....nor not n this ':y 30' to 60' Span Spreader Bar Approx 2/3 to Line 1/2 of Span REFi-R TO BCSI Jss must be set this way if crone 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 AL are installed. _,e .LIFEFR NOT1= 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 DESIG'J REQUIREMENTS. (;ONSULi WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. iv CARRIER LOCATF OAS DIMENSIONED ON Urout tr N.,. NaN N. So,° ^° 0 86 EL As -_ er o C. TNFU I CORNER JRCI(5 L,q • ONLY 2R• CORNER DETAIL OVFRHANGS NOT SHOWN FOR CLARITY Nails must be as shown. Guide tabs Dome angle nails. SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 .2 co_ heel =3 15/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL C 1- • ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH • Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 14' 21' . 11 m m m m m m m m m m m m J2 N iV J2 J4 CO J4 J6 �)0 J6 GRC " A6 I A4 I A3 I A2 I I I Al At 1 Al I I04 "L Al 13._72w 121 I I Al I I I At I I I cV Al Al I XX JA X Wt tin O ~ N L_ U?j aQ� A ZW J War �WU Q z A LLJ .0 Q W _ A z 3 Z o A N co T SETBACK BOSTON HIP TRUSS BH7 GRB iJ > N ' J3 �)y i B i Jt B lh In Ln N Ln Yl V7 Ln N I I B GRA f I I JC - JC • ---------------- -------I----� I I s— I I F- — — — — — - — — — — — — — — — — — — — — — — — — 4 — — — — — — — — )� B 1' 84" 15'-10" 514" 2'-2" 35' GARAGE LEFT 27 TRUSS DRAWINGS ARE A -ACHED TO LAYOUT The Architect's or Architect's representative's shop drawing approval is NOT a "double cheek" of the contractor. The contractor shalt remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their rear/pJj�ctrve locations. Approved a* J� b Dale: -L1'—'- 17 Braden a Braden A.I.A. .A. FABRICATION AGREEMENT iN{RSPA GTIr1OT 111115TARMijiMTMAelliftlign. M RETlIW1ED The IpY desa4ilm dths laopety ahat e" tusss W a V. Trium will be merle In stict eooardence Mh INS Was ptsoemmt dyram 1. wNdLb 0" �oia atlgbPly tar dslamhbtp.sLroossallg tebtkalorl d t" bipao. 2 M dnta"" h fYs Iryad hew been wiped byttr urdaslpl.d• A. Won w itlan no&* is provided by cadged and b Clambers Trr"a all ton days or densty ute uniarslQ"d spot vra m t"c4rVA be sloa'e '.In the e such eastern nofoe Is funkhad �• r• Oft It la the -- , -0;.r . buysrY'rseparl6� b mace M lob W beeau.epb ' b dot M �'w �'y °�"es f Chambers Trw fin ID mddwr Prepared br delivery a buys 1s not prepared br ddray of bra.o. 9 ar 6 rwp to C harobae True for toady web due b W mglbns, h PwmWWh 7 bebw laSabi d b charge f aq dwtpn are, nisde ti . 96 layout. A Slab Per harts br ladslene may be d"rged by Chatebas Traps, _ . .7. 4� b a PURCHASE OFIM b Chaubers,Tnm d p" am speed IN or f Wresrnai a reasonable pled. bwoks Via be made on dslvery and pad st" Coma d red on delivery. invoice May. be niece a scheduled dab bf ddvay f buys carrot degvsry a tebrlubed brpasa The undersigned seen 10 P*Y O w�be s.Tprss ".n.W ' d� tall be added legion � paddva end not gn"y mods. l-1rz %Par maxi aryJos ' . & tlgr"esa a klgats eqW has antis et '"sl o'�onaftAft speaft,wCto as ban" hall 01, 'In conalderdlort of txlanbaa True adenArg sect tr fd. metals ON undersigned Grdmbers Tram orbly modying Pftwwd a'ir"Oallid and the due of anyearl anbdebtadnhos owed b Indebtedness kKAtdhg al111)rnsya lost if delete In d apses b pry such - psyawd W nhaenW be made by theMCVAnL - Y everd d cry aga4ort owroatYrrg tNe aperi"nt, a" Awns Asnlalad hero under a paymerds refarW b haabi, tba wao Wee that #Asa * vents br any such argon war be gat Ulcle C:ounilf, Flodda 11. Dslbn respa"IDapo as Per "NatiorW Standard And Ketxrwanded Culdaa". on 1TEI ^� 3NED , Ki TITLE -• r Aapfaaoeroarm:Qrostagt�iedPer'EC91-0s'bryeyeftt juy3dsttgge: Munlple ply trusses must be fastened t hither per engineatrrg before they are set; fallure to do so can tesultin roof couap4& Temporary arttl psrrrianerrt bracing are required and an save Ilfe and property and b the reeponalblDty of the buss erector. Study the contents of the Intonation packet Included on degvery before settling trussOs. Theses mwtbesetatd braexl P�tfasf�tbpragsrdt�taYB d�ralga Tnasas must be set pltanb and sgttare Do YW $et bunks or stack of plyiiiall rooting Taterlal or any Otter r coibentrated loads on truswsr fhb an cause eogapse" DO' NOT SET TRUSSES USING THIS LAYOUT I .;-USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue FortPlerda; Florida 34882-U23 800.551-5932 Fort Perce "2.486- 12 Fax M-46S.0i Vero Beach 7-NO-2012 Stuart 7n-Z G-=2 92-0/93.2 111 4.2 DESIGN CRITERIA County SAINT LUCIE -- Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. g Top Chord Live 20 o Top Chord Dead 7 4.2 I Bottom Chord Live 10 Non -Concurrent j Bottom Chord Dead 10 3 5 TOTAL Load 37 7.2 " I Duration Factor 1.25 � Wind Speed 165mph a Top Chord C.B. Sheeting by builder. e Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11324 Scale: 1/4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By:_f_IL _V//fA— Date:07/19/12 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D p PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE -7 1" 7 M 11324 s 141 d450 File C; ; PY A .E­