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HomeMy WebLinkAboutBuilding plans, 1709-02682" O.H. . Finish Columns with 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE COVERED PORCH O 5 5/8" thick x 8"w cut coral finlshed stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced C o.c. at all laps and two staggered rows 12" o.s-- field. Attach deck to trusses using attachment detail on this sheet I�EGRES1 ® 5/8" thick light textured stucco on typical concrete block construction 12 SLOPE 14 ri Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 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 C o.c. at all laps and two staggered rows 12" o`er in field. Attach deck to trusses using attachment detail on this sheet I / 5/8" thick light textured 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction REAR ELEVATION 12 LOPE 1.4 COVERED PORCH SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 2" T' 2„ WH PER p O. H. EGRESS 5/8" thick x 8"w cut 3 3 coral finished stucco bands RIGHT ELE\/ATION 175/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut 2'_2„ coral finished stucco bands FRONT RONT ELEVATION 2" x 4" top plate 1I ' 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base —board ---- � I 11 i 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non —Bearing Partltlon nts Braden t Braden AIR, FA UJW nne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE ROYAL E Tel : (112) 281-8258 Fax : E—mail: (112) 281-8283 bradenalaecomcast.net S anish Lakes Stuart. FL S499L #AACOO0032 Sp. Lucie Count Florida d /7e1-07..V ST. LUCT' COUNTY 9111 11ITN P1vTFTnv RFVIF.FVED FOR 5 I . E ! D REVIEFVE 1 arm DATE / PLANS AND P,F_R�TIT AIL ST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE, 8'-I" BEARING Jk THESE PLANS AND ALL PROPOSED WORK 2" ARE SUBJECT TO ANY CORRECTIONS .H. REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONTRACTOR OF RECORD TERMITE TREATMENT REQUIRE ALL MANUFACTURES LASH SHOMNG U FACTORS AND SHOO COMPIJANCE WRH F8C ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 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 Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 4 SCALE: 1/4" = 1'-0" Z ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Velocity: 165 mph ultimate Mean Roof Height: Roof Pitch: 4.12 Internal Pressure coefficient: t o.18 Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+0.6l0L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.0 pat Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: S. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: B"I pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —1-5 pat FLOOR DEAD LOAD: 1O pat JOB ,ADDRESS: \�c MODEL: Date Drawn 5-9-11 GARAGE Drawn RIGHT Drawn by: C.C.U. Checked by: D.R.B. Revisions NIP TO L:144 MPP�i FFIIO F-1 = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Sheet Comm # r^ 1 _ t=�ci OF 5 FLOOR FLAN 4� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0° N.T.S. I. Contractor to verify ALL notes and dimensions prior to 36" high by 4" diameter steel crash post. Floor proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have 51a� (3/s°t So ksl Steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 2'r," 2',,, 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. r2" 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 ,3,8 ° s 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. 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. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements.„ 12. Lowest finished floor to be set by Governing Building Department 6" surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16, Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 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. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C3�, C19, C415, C514, C630, C931 C40, C1002, C1041,C1111, C1118, C1218, C1395, or C139L and shall be installed AREA CALCULATIONS Living A/C = 1120 sq. ft. Back Porch Total = 210 sq. ft. Garage = 311 sq. ft. Entry = 28 sq. ft. Total Under Roof= 2215 sq. ft. Total Cubic Ft = 13,10 2" VTR /2 JIL Attach buck to block wall with I I 1/4" dia. Elco conic screws with min. I 1 1/4" penetration at 12" o.c. max 1 and 4" max from each corner thru 21' VTR Exterior face 2" x V PT Buck of wall / arias � I I I 1 Master I 2" 1 uay. I tt8 Wood screws Chru uamb Int$` I at each hinge and IS' o.c. max an 2" Detail at Door prior to door attachment Lay. 1 4" 1 2" VTR NTS W.C. 1 JIL INSTALL VULKEM BLOCK SEALANT I I ON ALL JAMB, HEADER, AND 2" 1 SILL BLOCK PRIOR TO BUCK Shar, s" I INSTALLATION Kit. sink I Install windows thru buck into Kitchen I 2" I black with 3110 tap -con with , I 1 1/2" penetration at 6" o.c. max. from each toner and 20." o.c. max I thereafter at jambs and 20" o.c. max Lev. Exterior face at head and sill per product approval of wall x 4' PT Buck to be I" Varies 3' W.C. according to the following: (FBC R102.3.5) Masonry Beam I" x 6" P.T. Buck nailed to Drywall raming Fblock Max. spacing Nall sizing options with case hardened nails / prior to door attachment Location Orientation Member p for Thickness Spacing of fasteners 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 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler naiOR /2 Walls Either 16" e' I6" 0.080" dia. xx 1 6/8" 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" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either 16" a. 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. 19. ALL ceramic tile surfaces installed Shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 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 #11651.12 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" III screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane (10) IOd ox at /2" mails 12 ( 24" o.c.) supporting Max. .j 18101be. uplift Aluminum Drip --- Edge I Fascia 2" x 6" Sub -Fascia Kagcan full o vent vinyl soffit matallec using 1/8" da shank x 15" long galv. roofing nails with 3/8" dia, head per product approval - see chart sheet III 5/8" thick light textured stucco on typical concrete \ block construction °D 45 bar vert, w/ 30" overlap — at each filled cell W ood Base TYPICAL 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 (U US bar cont. in each row. Substitute precast lintel filled with concrete and (U US bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at 16" o.c. with R4.1 fi-foil -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" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tuba 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 Cxb" 410/10 WWM on 6 mil Visqueen over /clean compacted termite treated fill III- 14" x 14" Concrete footing with (2) 3*5 bars cont. and 45 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Detail at windows MAMMA Bath 42 shwr. 1"x4" P.T. Buck nailed to s" block with case hardened nails C.o. prior to window attachment To septic NTSPI IIMRiNir. Pi�;FP NTS 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 0 0 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 C P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall 1 1/2" Bottom Track Typical Flooring Sill Install SGD tfiru buck into block with 3/14" tap -con with S l i d i n g D o o r D le t a i i I penetration at 6" " max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS window Schedule Mark Size Rough Open. window Descri tlon PRESSURE ZONE I. 4'-5Ya'x S'-3 %," 54%"x 63%," Single Hung ZONE 4 2. 6'-2%"x V-3 %." 15" x 63 %;' Single Hung ZONE 4 3, 2'-2" x 3'-2i2" 21Y2"x 38V Single Hung ZONE 4 4, 3'-1" x 5'-3%s" 3a. x 63''A" Single Hung ZONE 4 S. 4'-Sk."x 4'-2 i." 54%"x 54 %" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X T-O" 108" x 84' Overhead Garage Door ZONE 4 B V-O" X V-8" 41"%4' x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x 81 %2" ;i ; :°..t' Sliding Glass Door ZONE 4 D 2'-O" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 i/2" E 2'-6" X 6'-e" Solid Core - Wood - 6-Panel F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masorete Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X c-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Braden t Braden ,AIAI, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaOcomcast.net Stuart. FL 3499(e #AACOO0032 Jb'-U" 21'-0" 1'-01, 3'-IOYz" O 3'-IOYz" 00 00 °O 00 EGRESS o PORCH � ° O_ WIRE LATH I STUCCO CEILING MASTER °o BEDROOMN if 1(Flat Ceiling - m EU I I I I •t � LL 4" 12'-8" o I I © I o i 8'-0" to 9' 8" F.AL Vaulted Ceiling Vanity to be N I I 34Y2"high GREAT N ROOM ;� N I H.B. �) 2" x 6" knee -wall s below counter top N I irr r �I B LBILINEN J75he NET Q fa �F 00 ul 1 x DINING I e�Noc% -pWa- W ROOM / /� I 6,_0„ ° u1 ~ O -0" to 9'-e" A.F.F. �41" HIGH WALL ty Vaulted telling 1 O 9 1 8'-0" A.F.F. r) Flat Ceiling r1-1/2" OVE HANG I O -------QtCHEN ° 0 O 0 Upper cabinets to - �y extend over Ref tll NON—VENTOI—Sfl � co)r THIRD N ° BEDROOM 0 36F p _ ® O — • NG N 8'-0" A.F.F. L Flat Ceiling v ll! `, � > O 0 N is W.H 22" x 54" R—II Batts InwiEProvride 4 O - Attic Aces" I Wry m 11 with light I auto>/ 1 3 ------ 0D O 4"(1) Steel Ballard � al See detail on this sheet Linen cn Double ble ® 150 Amp Ha 1n Hanging P Inel 0 22" B9'-2' H H.B. II GARAGE Vanity tom 4 Yz"h h 8'-4" A.F.F_ AIL Flat Cedinglm U N © 0 ® n Hanging Double f----'------------� O Block wall in v E MT I garage to be I - N O MERGE CY O I struck block I I O m , I I 4'-9" EGRESS i u I I U VOD c ZL % I I I I F vU) I � I I O° OO 00 OD lf SECOND n BEDROOM 11 a o9 8'-O" A.F.F. OIL Fiat Ceiling in O O N EGRESS ESS N ° O F) ❑° ❑° N C 2'-2" 9'-C 2'-2" 2'-8" 2'-8" 3'-C 9'-O" 3'-4" 13'-10" 5'-4" Wgnne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida MODEL: GARAGE RIGHT Date Drawn 5-9-11 Drawn bg: C.C.J. Checked by: D.R.B. Revisions Sheet Comm # 21 I2"��OI OF 5 OTES: 35'-0" 21'-0" 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 2,900 PSi AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FiLLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I 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 60, MEETING ASTM A -IL, & 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 ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 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 TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL 15 BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO 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. -1- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 1 4. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER I6. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FO U N ID,4 T f O N F L/ I N 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 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 I 9S bar Vert. at 48" O.C. max. Provide (1) filled cell On each Side of openings upp to S'-II" wide. Provide (2) filled cells on each side of openings from 6'-O" to °I' -II" 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 60, meeting ASTM A-I6 and A-35 specifications. ALL Anchors to be A-307 steel. 9. Provide a minimum Of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 1/4" = 1'-0" FOOTAGrt SCHEDULE Mark Size Description FI 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" #5 bar vert. w/ Thicken edge to 8"x8" 30" overlapSEE TYPICAL ECTIONS with concrete and 4" concrete slab with fibermesh OR at each filled cell one U5 bar continuous 6' x6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE CxC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill OD Grade r� _ IIII— _ i,14 m 14"w x 14"d concrete monolithic PORCH SLAB EDGE DETAIL If footing with (2) 45 bars cont. SCALE 1/2" = 1'-0" 14" TYPICAL FOOTING DETAIL 45 bar vert. w/ 30" overlap SCALE 1/2" = 1'-0" at each filled cell sEE TYPICAL SECTIONS 4" concrete slab with fibermesh OR Adjust curb height 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with ribermesh OR clean compacted termite treated fill slope. 6"x6" #10/10 WWM on 10 mil Visqueen over #5 bar coat. 45 bar in curb clean compacted termite treated fill ZIA Step per Q foundation plan Grade 7E N c 4 E : v 10" (2) 95 bars coat. bottom steel 1,I x 14"d concrete monolithic F14" Footing with (2) #5 bars cant. 12' tF 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = l'-O" \FF GARAGE CURB DETAIL 12" x 12" concrete column SCALE 1/2" = 1'-0" block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer 14" below finished floor r IL" J =I I=IIIIIII I— 3.0 �— x30„ xl6iconcrete column footing with (4) 2" x 6" PT wood secured with —� — #5 bars each way —I 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood 3 jamb per manufacturer's product approval 30" Garage Door Jamb Detail �j COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT SCALE 1/2" = 1'-0" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 0 I 0 Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc, Fill To Be 3000 PSI N See Floor Plan For Location I I N Double Filled Cell Column NTS I Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue OBBraden Tel : (-i12) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 3499L UAAC000032 12" 1 x 12" concrete column block filled with ncrete and (2) #i bars vert. tied into lintels above 14'-O" lu T 'L Filled cell under I FI girder above O 1 �I U1 Rear Porch Slab to 4" FI I IL be poured separately from House Slab. L E N I Thicken footing to I 1 r 24"w x 14"d x 24"L a under filled cell E O E O E O w 00 D O I under girder bearing. I r--— — —— — -- —� FI Rear Patio/Slab to FI I E I be flush with bottom of I sliding door recess. 1 Slope I" I I _i �I I I I I ° I I 4" concrete slab with fibermesh OR 1 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill E I FI 1 I I I �I I I E FI TERMI7ETREATME_ST REQUIRED FI I �I I I � I _ l I E--— — — — — —— H) 1 w I > / I 5 �a- i i = 1 1 1 �\_q"� Steel Ballard I 1 Q I 1 See detail on this sheet I I 14,-6" I E 1 I I 4" concrete slab with fibermesh OR I 16"x6" #10/10 WWM on 6 mil Visqueen ver clean compacted termite treated fill o I° � F1 � ° I I I 1 1 E E O I E� 5 m I N 5 I o I Recess for 2'-6" I E " — — — Garaye Door— — — — U O I FII EE EE EE EE I I I I I I � I JMnTTTTTn w6nne Building Corp. THIS ROYALE Spanish Lakes St. Lucie County Florida MODEL: GARAGE RiGHT is' -loll ro `- 0 I N 0 1 Date Drawn Revisions Sheet 5-9-11 Comm # Drawn bg: C.C.U. , , f 1 Checked bg: D.R.B. OF 6 R00F SHEETING ATTACHMENT DETAIL 1. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 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 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete -'-� i, 8U8-OB/OT precast `- lintel set in mortar J Min. 8" Bearing -- -- VerifU Luith Plan 12 "x 12" IF__h Column Block _. Rebar Reber 48 Bar Oia, Min. Overlap to Lintel .4ttacf meet NTS Provide #5 bar set in pre -cast I ai�Zol=aE_ II Scale : 1/2" = I'—O" lintel into beam where length of the opening calls for it. — O t i t —Orr I t h d t h h t ovide PT Buck .ached per jamb ads into filled a 4" Pre -cast Sill \ ver angs a un ass o erwise note on Is s ee — Roof pitch at -4:12 unless Otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior _ to construction for layout and Uplift verification Paired Filled Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construcoi N Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie F- filled cell steel into continuous rooter steel. R ail° a CBS WALL Scale: I/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockinug to vert. leg of truss with IOd x 1.5 nails at 4' o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss 3LOCKING DETAIL )ER STRAPPING,: TER BEARING: POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 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 411451.12 29 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 0 (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced ( 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 Is CLEAR Lintel Length Bar Length Clear Span n n A Bars u n B Bars 2'-10" 2'-8" I'-6" 2,#3 none 4----'' 'L----' `----' 3'-4" 2'-2" 2 #3 none BPS-OBAT 81118-IBAT BF8-3/2T Additional 4'-O" 3'-10" 2'-8" 2,93 none 5 bars CLEA �4". 4'-6" 4'-4" 3'-2" 2,#3 none Row of "H" I-.-?One Block Above2" 4'-O" 2,#3 none 5'-8" 4'-C2#4 none Precast LintelAdditionalL'-4"5'-4" 2,#4 none N111V #5 bars t,7"L'-2" 2 #5 none BFIL-IB/IT 8FI6-I13/2T 8'-4" 7-10" T-0" 2 #5 none NOTES: ALL relrforaing steel is grade 90. I. min. coverage of steel—I.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel-ASTM ALIS TYPICAL LINTEL SECTION ! PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window w Door Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel S1zQ Top Steel Size Max Gravitg Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 T-2" V-L" 8F8-OB/IT 1 #5 3OL9 1569 1024 L31 2'-6" 2'-8" 3'-1' 4'-O" BPS-OS/IT 1 #5 2361 13L3 163 1-45 4'-5" 5'-10" are-OBAT I #5 1105 909 339 L50 5'-O" v-L" BF8-OBAT 1 #5 1236 835 121 LLO 4'-8" T-L" 8F8-OB/IT 1 #5 1011 12'I 534 LBO 8'-0' T-4" BPS-IB/2T I #5 2 #5 152 Sell 512 L90 9'-0' 10'-L" BPS-IB/2T I #5 2 #5 L43 530 401 L90B T-O" 10'-L" 8FIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" eF8-IB/2T 1 1 #5 1 2 #5 1 582 494 452 WOOS 10'-O" 11'-4" 8FIL-IB/2T ONE I #5 2 #5 1344 1028 452 LI20 12'-0" 13'-4" BPS-IB/2T 1 #5 2 #5 411 428 324 LI20B 12'-O" 13'-4" SFiL-I5/2T ONE I #5 2 #5 1015 110 324 LI40 14'-O" 15'-4" BFIL-IB/2T ONE 1 #5 2 #5 1250 609 259 LILO IL' -Of IT-4" BPS-IB/2T 1 #5 2 #5 300 192 194 LILOB IL'-O" IT-4" 8FIL-I15/2T ONE 1 #5 2 #5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER H'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each trues with (10) IOd x I I/2" nails — ( 24" o.c.) supporting Max. 18101be. uplift Aluminum Drip Edge t FasciS 1/2" thick stucco on 3/8" hi—mb lath 2" x 6" Sub -Fascia/ Kagcan full o vent vingl soffit installed using 1/8" dia shank x 15" long gale. roofing nails with 3/B" din. head per product approval — see chart sheet #1 12" x 12" concrete column block filled with concrete and (2) 41 bars wart. tied into lintels above thicken edge to 8"x8" with concrete and one #S bar continuous FTM BEYOND 12 -4 T— Aluminum Drip Edge E Fascia Poured Co, concrete b Poured Concren concrete block u Concrete < Manufacture Flash and Counter flash Nail ledger to gable end truss with (2) IOd its at each web Top of footer I6" below finished floor 12" attached to horizontal and vertical wood framing with nails or staples to provide no lase than I-3/4" penetration into horizontal wood framing end 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. Step per foundation plan a Slope per foundation plan F1 Mounted Shutter Detail W ood Base luminum Panel aes per manufacturer See Typical Stud Detail T/e" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details \ Stud Detail Stud w/ Die Cast zinc NTa Nickel Plated Wing Nut nts Brace Gable end with 2" x 4" SYP #2 slit back nailed to bottom of top chords using (2) IOd nails at each ttrtme PRE-ENGINEERED WOOD TRU ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) N N � X L � O U rn N p3 +3 +� L a� � (0 O a 11 LLI L Z 0 N N U .� O i6 U � pO E � tT)m'q- ` N L r \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at I6" o.c. with R4.1 fi-foil -insulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLOTI and Mortar joints shall comply with FBC RLO12.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR CxC #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill 1=1 ER I I —I I I 1=1 I I M TIN�! F3 Tlcal Section at Front fi orc� Scale : 1/2" = 1'-0" Braden It Braden AIIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (1-i2) 281-8258 Fax : ('112) 281-8283 E—mail: bradenaiaecomcast.net Stuart. FL 349% #AAC000032 (14 lu Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or m epoxy with (22) IOd nails into truss. Add blocking to ( 24 o,c.) stportin Max. truss leg per detail on this sheet ETA 20 1810 lbs. Uplift L905 L90B IOOB � (L O� o im BI L41 BI BI LLO BI BI BI BI 2" T.H L45 B/X/ AULTED RE SLOPE _C4— — (L � 131 Ln to rn LLI N � BI L31 L45 BI X/� Gulf Coast Supply and MFG 5v Crimp Metal roofin 2G ga. 5v crimp metal roofing attached to plywood wood screws with self sealing washer at 12" o.c. max FL 411661.12 12 eck using #9 x I.5" s acing over ASTM D SLOPE 4 Iaps fastened with corrosion resistant tin caps and with spaced L" o.c. at all laps and two staggered rows I deck to trusses using attachment detail on this sheet 1.25" ring shank nails o.c. in field. Attach BI 1 22' x 54' Attic Access 1 with light L31 B IO�{{ Z3 I I \ I 1 E I H. I I BI I /�R%nA I I / L ingi I 48" e' MAX I L31 I I \ BI I \ I L31 L1 I BI OB BI N `r BI L90B Bi 4 SLOPE I iv wgnne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida ETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: Date Drawn Revisions s-9—I� GARAGE Drawn by: RIGHT = .U. Checked by: D.R.B. O in Sheet Comm # OF 5 PANEL Poles SR Load Wire Description circ# c(rc# Description Wire Load SR Poles 2 40 1.0 kw 48 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 6 Range #(. 12.0 kw 50 2 2 30 4.5 kw #10 40 gal. water HTR 5 1 8 1 20 1.8 kw #12 Pump 9 10 Drgar #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 I 20 IS kw #12 Kitchen S.A.C. 11 is Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 I 1 20 0.81 kw 412 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw #12 25 24 Recepts #12 - 20 1 1 20 1.92 kw 412 21 28 Recepts #12 - 20 1 I 15 #14 General Lighting 29 30 Recepts #12 20 1 I 15 #14 General Lighting 31 32 Recepts #12 20 1 1 15 #14 General Lighting 33 34 Exterior GFCI #12 20 1 1 i5 #14 General Lighting 35 3L Bathroom GPI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting 914 - 15 1 1 20 #12 Bathroom GFI 34 40 General Lighting #14 - IS I - s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. rt) Small Appliance. Circut(s),,,,,,,,,,, .. range ................. Refrigerator ............................. .. ................. Microwave Dish Washer ................................................................. Clothes„Washer............................................... Water Heater ..... ....... .................. ......... ......... Water Pump ...... . _ ....... ..................: Garage.Door.Opener.,.,..,, 1135 3 5.205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1200 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 5100% I 10,000 10 000 Remainder 21,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 $65% 1 10,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Pe Push Button Switch .10� Exhaust Fen Duplex Outlet Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof, ground fault interruptei Light with Pull Chain (attic) ® FlDuplex oor Du Outlet I p utl t C Computer Connection Jack cM Carbon Monoxide Detector 4L? Flood Light Q Thermostat cmm Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack q nisc A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light Speaker Hook -Up 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 WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be 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. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It 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 combanu. P #2/0 Aluminum feed AM 1 55' Conduit PANEL 2" PVC ( 2' rigid service FPL Bare #L copp% wee g to #5 coot. 1�e ar in slab ELECTRICAL RISER Vent - Contractor shall use AL-CU Landing - Contractor shall torque lugs I.A.W. lugs. NTS \\ manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RM1502 MECH/4NfC,4L L/4YOUT O= THERMOSTAT LOCATION SCALE: 1/4" = I' - O „ NUAL Exhaust Duct Thru Soffit , 14 Wire For Front Post Light I GREAT ROOM I I I I h=' 11 II Il I DINING ROOM I� Ti MASTER WP GFCI _ BEDROOM / Smoke / Carbon Monawde Detector Combo a I�. LQSET I 1 / "GFC1 C 1-iT I 3'- 2 2 4- 9 (b � / ®-- _-® \ I THIRD / BEDROOM W \ \ V ry - emir PE) d \ 22" x 54" \ \ I I� Attic Acce ' l \ ul #V I with fight _ \ \� 4" m Steel Ballard \ I Q See detail on this sheet - I in chain / PC fight attic O I I OPTIONAL PANEL / / I50/ Amp LOCATION anel � /P Smoke Carbon I I 42"h GFCI / Mom Detector � Comboo under AHU G A R A G EE i i � i � / 50A =M SQ� Garage II/ Door Opener (-----------------to owner I I I I / I I SBCgND BEDROOM � I \\ WP J Center Post Light on / I R Q This corner p �o _v ry wrn v Post Light with Photo cell (V N cl Exhaust Duct -,'Fhra Soffit P Exhaust Duct Thru Wall WP GFCI instalurde oulet "\under disc. not shown for clarity U A#IC ELEC7RIC,4L SCALE: 114" = I'-O" FBC 2309.1 Attic VertincI Calculatil Total Attic Space = 2-481 sq, Venting Ratio 1/150 = IL58 sq. ft. requii Provide A Continuous Vented Soffit Braden t Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (172) 281-8283 E-mail: bradenaias'comcast.net Stuart FL 3499L #AAC000032 Wgnne Building Corp. THE R O Y A L E MODEL: GARAGE RIGHT Date Drawn : 5-9-11 Drawn bg: C C Ll by: D.R.S. Revisions I Sheet I OF 5 Coi S anish Lakes phecked S. Lucie Count FloridaFl orida IFE SAFETY WARNING This sy bol identifies Life Safety Warnings that should be read givens fecial attention by all persons installing trusses. SP - LING_ NOTE ALL T USSES ARE TO BE SET DON'T LIFT TRUSSES 1. -O ON CENTER WITH SPANS LONGER THAN �,;EPT AS NOTED 30' BY THE PEAK. CONSULT BCSI MULTIPLE PLY TRUSSES MUST BE ASirENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO EN INEERING DRAWING TO DETERMINE ,& I IF MULTIPLE PLY. 30' pan or less \heoolo� degrees r �/ \ or less �_ 1/2 _i Lag Lin sPon cipprox. REFER TO BCSI Truss mus be set this wcy If crone used. Toss Is an ,o^•pie. your v­ss mcy rot match_ rsist crane operator sets truss this wcy. 30' to 60' Span A Spreader Bar 4-9 f--Approx 2/3 to__ —,, 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 Why. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL P. I FZ F 1 A" L7 I E F:;z N OT IE= LESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSf'iES RE 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, ONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector hedule in engineering package. I'llCAII tacnrEo nsmraEeSIa EDa LafouE y "vase MTeEVF.LEo. aiy 9EE Biu:bJN v. Ozdj [rM "EE+Mi. —A$o 94- CC Thee CORNER+CxsP �,•., •� outY CORNER DETAIL OVCRHANGS NOT SHOWN FOR CLARITY as I tabs rails. T PLATES BY CHAMBERS un ro1 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8--1- ABOVE FINISHED FLOOR heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL P ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN L Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers As;. GARAGE LEFT ENGTH 21. 14° 2°-116 m � m to m m m m aD 00 ® aD m V N .I CV J2 N J2 J4 60 Ja J6 �e J6 9 GRC PO I AS A4 I I A3 I I I A2 I Al I Al 00 I I Al 121 I IN 13'-72 Al I I I I Al I I Al 04 Al I Al r°- ---- --- ---- Al A A 7 T A W in 0 ~ N lL U3j A Qa� w J !i A �WU Q -L 0 � A Q W - Z Z A 0 \4 A A T SETBACK BOSTON HIP TFUSS nl 7 F, GRB B q J3 S 8 J7 N rn A N N N N N N 11 7 7 � � 7 7 B I I GRA I I I I . 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W b aoraWeneott d ChrrSas Tnrw adrldb,e Cmde for tYa tralrpl tlw trldstrlplyd mammy » WYmo when due d ry rd dliiirrillont eldehladltsaa owed b Tlw by.anll mtly a natalW rM 1M uga lr=18=bo b sir afdt . Ytdaelatwaa Ydttl9lq rt�nwya bra. If d WA b pq+twd br mdW b maN by Ihs '7'w0. b on ward of ry V✓ iiipn conoweV #ft apwnrR° tM Wns Am dwd hrrrdw or p�ynwp� tttfrlW b Arrbt, UK Patls "ewe "t ew aPle wm bray Koch ache M be BoM Hlds Cary. FIaIdL ,,.DDrra�tt1 maPofMaewo per-Mtlolwlabrtd Nd RRUM=ndedOddeawa On ANWTPuuvrcAyWna I4 -sao: CrYbuabll Urre Metal PWe Colrwcbd Wood Tnwm iwsur-' '., ' IOATEp ^� , = Wlultlple p1Y trusser must be fastened topetlwr per a8lneelfne bdOm dwY are set, failure to do so can rsiuult-In roof collap & T®mporary and pennaFwnt bracing am required mW olln save Ura . 'and properly and b the respotwl1110W of am two erector Study the conterFb of the hdol.Q.1 li packet Ineluiled on delivery before eettbw tnse6s. • .:Tme emustbeaehndbowdp"tla,fpnlePnHelti�uYdFfirspa Tnsses toast be set phanb and ognam Do notiet bunko oratack of plywood, ttrotlrtp material or any .. 'olhrsi Izlivuls, raced loads on truseesr thk can case DaNOT SET TRUSSES USING TMS LAYOUT -"USE LAYOUT DELIVERED WITH TRUWM TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Pleruaj Florida 3498ZSM 800- l-5932 Fort Ple►ce 772-405. 12 Rai 772-486.5711 _ v-r.. bush ' 772.6894012 Staart %7Z i�6� ✓- --- �- _ --"`" "`� "-'rBe Arc`Aitect's or Architect's rep shop drawing approval is "double check" of the cont The contractor shall remain re for checking field measurem Other construction criteria. A approval covers general root review of truss strapping, and I structure from gravity and uplih their res five Iota Approved B Li Oate:__ ___ Bra-i-n 8 Braden A.I.A. F 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE --- Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof T�(Loading in PSF Roof R.D.L. °' Top Chord Live 20 C0 c Top Chord Dead 7 4.2 o Bottom Chord Live 10 Non -Concurrent w Bottom Chord Dead 10 3 ° e TOTAL Load 37 7.2 •a Duration Factor 1.25 cc ` 'o Wind Speed 165mph a Top Chord C.B. Sheeting by builder. m Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0e ci 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:-1z—e-W/f/}— Date:07/19/12 Revised:10/15/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11324 -7t/W /3�rG`� Ica