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HomeMy WebLinkAboutBUILDING PLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal rooring 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 5/8" thick light textured stucco on typical concrete block construction lEGRES .., OO COVERED PORCH IL OF 12" 12 4 1 SLOPE RIGHT ELEVATION SCALE: 1/4" = F-O" 5/8" thick x 8"w cut coral finished stucco bands 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 acrews 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 r' h g shank Walla spaced 6 o.c. at all laps and two staggered rows 12" o.c. In eeld. Attac# deck to trusses using attachment detail on this sheet 5/8" thlck light textured stucco on typical concrete LEFT ELEVATION block construction SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors. Overhead Doors Sliding Doors. windows & Skylights 0 �� Type NOA FL NUMBER Product Model # Manufacturer Glass Attachment method Suction Da a Design Pressure of Approved Teats 1.2.3 t14 FLU 11499.2 Single Hung Series 185 MI Windows and doors iC. x gpcons yWI mrtrt p0n LLet sn et max Iron each corner end i o. in Cheraedge twit T truck into wild tilled CMU well maintaining min 2.5" edge durance in strict adherence to the prodwt approval. ± 60 peF A I6-0330.02 Overhead Garage Door Model 824/81 9'-4" max width W-O" max height DAB nt x w concrete oa mt ce with w a55 by Vert, =me s/e x v H ttt,i HLC 8eeve ancho. at 9' ac. h 11a � s .rrh wt d• •sa• datmee. Ins all uxk to buck one In 5/V, a 16/C rua tMsad Is ¢row m each rackn manrtsmng a r. of IS' cola data ee - c to Stnetiw adhe a to product approval rwuVe I/IL• an idler akarta 10-9-21 + 50.0/-60.0 par B FL# 16614.1 Fiberglass sDn mooth Pro/ Jeld-Wen Elco 1/4" dia. tapcon with min 1.25' embedment at 3' max from corners and n.5" c.c. max. thereafter in head and jambs. + 50.0 PSF C FLtt 15332.2 Sliding Glass Door Series 420 Mi Windows and doors . x �!p cons pirI ysnetrotion at max. om eee� corner and " o.c. a OeubIs row thereafter throng PT Buck into Solid filled CMU wall maintaining min 2.5' edge distance n strict adherence to theproduct a rowel. + 48.2 PSF _ Product NOA/FL NUMBER Model # Manufacturer Attachment Method ST Expiration Date Design Pressure of Approved Teats Mullions FL# 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) I/4' x 2 3/4' tapaons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using 14) AIO x 1.25" self tapping straws per clip as shown in product approval. + 118.9 PSF _ Roof FL# 11651.12 SV Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L a. 5v cnap metal roofing attached to plywood deck using a9 x 1.5' (t9pe screws wit feltf underla ment installed with minx 4�awde lapssrandASTM en laps fastened with corrosion resistant tin caps and with 1.25" mg shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail 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 rino shank nails with 3/8" dia. head. +55.0/-35.0 PSF Hurricane Panels Fitt 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2' o.c. along the bottom and 13" ox, 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 thick cut coral finished stucco bands 5/8" thick x 8"w cut coral finished stucco bands 0'-0" = Finished 1'1� 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IC o.c. base -board II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vxb" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet 12 ,4 1 SLOPS 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 1 0 mral /740 ST LUCTF T 7Ln ry PTTi,. RFVTFWED FOR C n C PP'reln� REVIE BI, PLI. 'N /) DATE �(•. PLANS A11D PERNff r Xft,c r RE TION WILL BE NllE OR NO INSPECON JOB 12 U FACTORS AND SHOC COMPIJANCE WITH FBC ENERGY CODE MUST 5/8" thick x 8% Cut REMAIN ONALLDOORSAND" S coral finished stucco baw6NSpECTIpINSARE APPROVED SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 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 feit 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.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 SLOPE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THERESPONSIOILITVOF THE CONTRACTOR OFRECORD rENMITE TREATMENT REQUIRE® 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of IS Ib relt using 8d nails. Substrate to be 19/32" CDX PI wood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 2"-2 5/8" thick x 8"w cut FRONTELEVATION coral finished stucco bands SCALE: 1/4" = F-O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDfNG 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: IL5 mph ultimate Mean Roof Height: ]I'- " Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectabdity to damage from: Weathering: Negligible Termites: Very Heavu Width of Roof End Zone: " Wind Speed: I65 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12L Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.t.WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 psf Roof Zone: 2. +20.4/-51.0 par Roof Zone: 3. +20.4/-84.0 pat Components t Cladding Wall End Zone Width: " Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-36.1 psf Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3per Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Detai s Provided? Yes Minimum Sal Bearing Pressure:2,500 psi. Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: S1 par ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -AS- oaf FLOOR DEAD LOAD: 10 sr JOB ADDRESS: HIP ROOP ;chd TO 1,7130 :1 CH 0 = Roof Zone I Walla Zone 4 ®= Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax (112) 28e1-8283 E-mail: bradenala comcast. net Stuart. FL 34994 UAAC000032 nne Ult1g p Buildin COr . T H R O Y,4 L E MODEL: GARAGE LEFT Date Drawn 5-9-11 Drawn by: Checked by: D.R.B. Revisions Sheet OF 5 Comm # ` .,\C- _ �✓ .00 Spanish Lakes St. Lucie County Florida 'FLOOR FLAN 14'-0" 21'-0" CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE I/4" = 1`0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter Living A/C = 1720 sq. ft. proceeding with Work. steel steel crash post. Floor Back Porch Total = 210 s ft. Flange with 4 - 3/s" q" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex nnslon bolts into Garage = 311 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have Slag (3/8"t 5O kSi steel plate) Entry = 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. `" Total Under Roof= 22�5 sq. ft. 4 No dissimilar metals to touch. 2,j, 2,=, T I b — FI 7 0 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 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 R702.3.5. ' 7. ALL wood in contact with concrete shall be pressure treated. o o _ 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. " 2r;' 2'/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 R302.6 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 C36, C19, C475, C514, C630, C931 C40, C1002, C1047,C1177, C1178, C1278, C1395, or C1396 and shall be installed r2 Ota Cu Ic 1.1 — 3, 6 2' VTR JIL I y2 Attach buck to block wall with I 114" dia. Elea cone Screws with min. I 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck 21' VTR of wall Ji arise � I IL ( I I I 2• 1 Master I Lay. I >s8 Waod aerewa thru uamb mtlB I at each bingo and 15" o.c. sax an Lay. 2. 1 Data 11 a t Door Frio to door attachment 4" 1 2" VTR NTS W.C. INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 2. s I SILL BLOCK PRIOR TO BUCK Sher. INSTALLATION Kit. sink I I Install windows thru buck into 2" 1 block with 3/16" tap -con with Kitchen 1 1/2" penetration at 6" o.c. max. I from each corner and 20." o.c. max I thereafter at ambs and 20" o.c. max Lev. Exterior face at head and ei� per product approval of wall \ Buck to be I" 4" PT x 3. V arias w.c. according to the following: (FBC R Masonry Beam I" x 6" P.T. Buck nailed to Drywall Location Orientation Framing Max. spacing Nall sizing optiblock with case hardened nails Member ons for Thickness of fasteners installation of dr wall into 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118_I, A118.3, A136.1 and A137.1 20. Cement, fiber —cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accompanging smoke developed index not to exceed 450 when tested in accordance with �4STM E 84, Insulation shall comply With F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL MIL51.12 26 ga. Sv 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 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 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES f 24" o.c.) supporting Max. 4 1810ibs. at 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip —� tyyyyyxxxxxxx R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute Kaycan full o vent vingl soffit installed long precast lintel filled with concrete and (U US bar coat. for bottom row over openings usingg 1/8" die shank x 15" gels. head roofing nails with 3/8' die. per product approval - see chart sheet #1 1/2" drywall over I" x furringg strips at 14" o.c_ with R4.1 ri-fod insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete m and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RL01.1 block construction and Mortar Jonts shall comply with FBC RtO1.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) 5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) u5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermeah OR 6"xO #10/10 WWM on L mil Visqueen over MM . / clean compacted termite treated fill Grade III 'III III -1 � � .iIII_IIIIIIII I,III1= -'III1 I I I _ -III III 11 111- I_ 1 1111 1.4 x 14" Concrete footing 14" with (2) 45 bars coot. end U5 TY P I C A L S E C T I O N transverse bars at 48' o.c. Detail at WIndOWS Bath #2 X Shier. I"x4" P.T. Buck nailed to s" block with case hardened nails X prior to window attachment To septic NTSPLUMBING RISER NTS Install SGD thru buck into block with 3/14" tap -con with penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval p O O Use 3/14" tap -con with 11/2" penetration at L" 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 I4'Foar1 prior to door attachment fixed door Sliding door Masonry Wall 1 1/21, Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding D OOr D e t a l l I penetration at L" ." max. fromom each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h Open- Window Descri tion PRESSURE ZONE I. 4'-51W'x 5'-3%s" 54%"x 63%4" Single Hung ZONE 4 2. 6'-2%s"x 5'-3%e' 15" x 93%4" Single Hung ZONE 4 3, 2'-2' x V-2%2" 21%2"x 38%' Single Hung ZONE 4 4. 3'-I" x 5'-3%s" 38' x 43'/4' Single Hung ZONE •9 S. 4'-5%s"x 4'-2%" 54A"x 54Ya" 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 manufacturers specs prior to construction Door Schedule Mark Size Rough O enin Door Descrl tion PRESSURE ZONE A 9'-0" X 1'-0" 108' x 84' Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41H%4' x 83%` Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8 " 14x 81 %d nnr 00 " " Sliding Glass Door ZONE 4 D 2'-0' X V-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %" E 7-0 X L'-8" Solid Core - Wood - L-Panel F 5'-0" X G'-e" Solid Core - Wood - 6-Panel - Bi-Fold G 7-8" x C-8" x 1 N' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 4'-8" Solid Core - Wood - L-Panel J 2'-V X L'-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I 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 1'-0" 3'-IOY2" O 3'-IOY2" 00 ° a0 °° ° O O EGRESS ° PORCH o EH WIRE LATH t STUCCO 6 O MASTER CEILING BEDROOM �Um e'-O" A.F.F. 00 nau - Flat Ceiling , FLLa O ° OD E D OE M 1 _ O i E i 0 ry 8'-O" to 9'-8" A.F.F. Vanity to be VaultedCeiling E 34Y2"high I 20' 8" O ° Rod t Shelf I E GREI,AT 41-01, ROOM H.B. O I E rr. r 2" x LOSE I `n below C knee -wall counter top I LINEN to — — — J OL 8" I p li ° O CABIN Rod t Shel /ors F\ I 0 F" o I DINING L _\�a� ROOM ° � I (Y +41" HIGH WAII 8'-O" to 9'-8" A.F.F. OI 3 = I Vaulted Ceding I 8'-O" A.F.F. Flat Ceiling I 1-1/2" VERHANG r ° KITCH------- �I -1 r iv E- Upper cabinets to r extend over Ref. 12'-6" 174 1 O'-5" to ry 0° NON -VENT THIRD _m . ° BEDROOM _ ° o _ _ OO jilli8'-O" A.F.F. ° d) —2 _2" Flat Ceding ul A/CR-11 Batt& Insulation X 54" H. m N LU °❑ # I Attic Access Provide auto I with light vl closer L jl - �tt j 3'-4" , 30„ 4" 3' w 0„ ,4 O - - -e - t 4"0 Steel Ballard O I� it See detail on this sheet Q I� J E E 4" 1160 mp Double Dou Iean I Hanging Han n2" 4A�, BH GARAGE II EH.B. E o Vanity to be P 0 8'-4" A.F.F. o cv Flat Ceding r v 1I _jn O r O _z ° p r-----------------f ® �ouble Hanging apgrig- d Block wall in — W — - I I garage to be I ° E struck block I MT E E `r 0 O I EEG Lr- C� J O m I I 4'-9" 4 5 tP= I I �dv m I I _ — I— ° 12'-6" ° ® SECOND m z_B.°O9 BEDROOMN O i e'-O" A.F.F. IRV Flat Ceiling E E EGRESS I ry E E O E° O 3'-4" 9'-0" 3'-6" 2'-8" �IE 2'-8" 2'-2" 9'-6" 2'-2DIE 15'-10" 5'-4" 13'-10" Scale : 1/2" = 1'-0" 35'—O" TRUCTURAL NOTE5 L ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. BEARING CAPACITY. IF ANY SUB -SOIL. MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 99% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 13. MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 6. TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. 71• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE I5. ATTENTION OF THE ARCHITECT. 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I�. FOUND/4TION FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -Ili, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at Showers, tile, etc.... S. Contractor to provide filled cell with concrete and i U5 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upto 5'-II" wide. Provide (2) filled cells on each side of openings from ('-0" to 9'-II" 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) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade �0, meeting ASTM A-l( 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. #5 bar vert. w/ 30" overlap — at each Filled cell Grade TYPICAL rIONS 4" concrete slab with ribermesh OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14" TYPICAL FOOTING DET j1i I4"w x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per 7 foundation plan 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into bntels above Top of footer 16" below finished floor (2) U5 bars cunt. bottom steel ARAGE STEPDOWN SCALE 1/2" = 1'-0" Verifg house slab height in field 30" jd" COLUMN FOOTING DETAIL =1111= 30"x30"xl6" concrete column footing with (4) #5 bars each way M SCALE: 1/4" = I'-01' FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 0 30" x 30" x Ili"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB a 0'-0" Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermesh OR one U5 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill GRADE m I :,,Ill, il.''lllllll���llll, PORCH SLAB EDGE DETAIL SCALE 1/2" = 1`0" #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Adjust curb height 6r based on gar. floor 4" concrete slab with ribermesh OR slope. 6"x6" #10/10 WWM on 10 mil Visqueen over 45 bar in curb clean compacted termite treated fill 0'-0" & F.F- Grade _ m E _ —i I I I III I I i 1 1— 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14' �j GARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. if soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termiclde 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 - 14 Single Filled Cell Column NTS Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS c c r R00F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated In permit info box on these pans for zone 3 KM Area Ede Field Fastener PM. ressure MZone 1 6" 6" 8d ring shank 45 psf Zone 2 41r 6" Bid ring shank ib psf Zone 3 4" 4" Sd 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 Provide #5 bars with min. 48 bar Provide #5 bar set in re -cast ROOF: Scale 1/2" = 1'—O" Simpson HETA 20 Pre - diameters ell overlap Into beam. Tie lintel into beam where length of p Pilled cell steel Into continuous g hurricane dnC{10r at each truss beam block steel. the opening calla for it. - Overhangs at 1'-0" unless Otherwise noted On this sheet ( 24" O.G.) supporting Max. - Roof pitch at 4:12 unless otherwise noted on this sheet 1810 lbs. uplift HETA 20 Provide Cast -Crete — �1' f w - Truss shop drawings to be provided by manufacturer 81.18-013/OT precast lintel set in mortar T. - Any changes to this plan Shall be Submitted to the Min. 8" Bearing -� --- - --- architect for approval In writing prior to starting construction. Los ` �'='��='�� ��' - ALL TRUSS TO TRUSS CONNECTIONS BY el �- r, TRUSS MANUFACTURER el w Architect to review Truss Shop Drawings Prior O o l Provide PT Buck to construction for layout and Uplift verification cA A attached per jamb ? Poured Filled Cell details into filled cell - Contractor to provide for Form Board Survey and to provide 4" Pre -cast Form Board Survey to Truss Company prior to truss constructio W ' rr Sill a'`? ". Provide #5 bars with min. 48 bar f diameters overlap in filled cell. Tie filled cell steel into continuous BI ti 1;� rooter steel. ):: a rc:,l z.,, I I I 111 12„ Verify with Plan Concrete 12"x 12" / Lintel Column Block i Rebar Rebar 48 Bar Die. Min. Overlap Column to Lintel Attachment NTS .'.' ''ice J. Concrete Footing (see rooter schedule for exact aizea) DETAIL AT WINDOW OPENING I CBS WALL Scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS 17 Nail 2" x 4" bloi to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson into well g 'y 5/8" die. threadedded rod set min.n. 1211" \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 7/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tygpe 2 felt paper using 8d nails. Substrate to be 19/a2? COX Plywood narled at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 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 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 Additional Precast Lintel #5 bare = `•'�� CLEAR Lintel Length Bar Length Clear Span r A" Bars B Bars 2'-10" 2'-8" '-6" 2,93 none i'�``r' i i •'%' i i i 3'-6" 3'-4" 2'-2" 2 #3 none 8F8-OBAT BFB-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bare CLEAR'. `+�• 4'-C 4'-4" 3'-2" 2,93 none '• �'''"210ne Row of "H" "'•�''''' 5'-4" 5'-2" 4'-O" 2,#3 none Block Above ..: Precast Lintel 2 #4 none l Additional i 6'-6" 6'-4" 2 #4 none #5 bars v____w 6'-2" 2,45 none BFIL-IB/IT BFIL-IB/2T 2,#S none NOTFS: ALL reinforcing steel is grade 60, I. min. coverage or steel=i.v 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "He Block Above " ii Bottom Steel s1zO Top Steel S12B Max Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L22 2'-2" 3'-6" orB-OBAT 1 #5 3069 151.9 1024 L31 2'-L" 2'-8° 4'-0" BFB-OB/IT 1 95 2561 1363 163 L45 4'-5" 5'-10" SF8-OBAT 1 #5 1105 909 339 L50 5'-0" L'-L" BFB-OB/IT 1 #5 1238 835 121 L40 6'-8" T-L" 8F8-OB/IT 1 05 1011 121 1 534 LBO 8'-0' T-4" 8F8-IB/2T 1 #5 2 #5 152 591 1 512 L90 9'-O" 10'-4" 8F8-I5/2T 1 #5 2 #5 443 530 401 L9013 9'-0" 10'-V BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-0" II'-4" 8F8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" eFIG-18/2T ONE 1 #5 2 1 #5 136L 1028 452 LI20 12'-O" 13'-4" BF8-18/2T 1 #5 2 1 #5 411 428 324 L120B 12'-0" 13'-4" BFI4-I13/2T ONE 1 85 2 1 #5 1015 110 324 L140 14'-O" 15'-4" 8FIL-IB/2T ONE 1 #5 2 I250 Log 259 LILO IL'-O" IT-4" BFB-IB/2T 1 #5 2 E#s 300 192 194 LILOB IL'-o" IT-4" BFII.-IB/2T ONE 1 #5 2 1 #5 1 950 500 1 194 - 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, ANID SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — ( 24" o.c.) supporting Max. 18101be. uplift 12 4 Aluminum Drip Edge It Fascia Flash end Counter flash Nail ledger to gable end truss with (2) IOd I at each web Aluminum Drip -----� ^ Edge t Fascia 1/2" thick stucco on 3/8" i-rrb lath 12° attached to horizontal and vertical wood framing with nails or staples to provide 2" x 6" Sub-Fasci no less than 1-3/1" penetration Into horizontal wood framing and 3/4' penetratron into vertical wood framing members Kagcan full o vent vinyl soffit installed using I/8" dia shank x 15" long gale. roofing nails with 3/8" die, head per - product approval - see chart sheet #1 S/8" thick light textured stucco on typical concrete 12" At 12" concrete column block construction block filled with concrete and (2) #1 bars vert. tied see - Varies loci P into lintels above #5 bar Vert, w/ thicken edge to 8"x8" 30" overlap with concrete and at each filled cell one #5 bar continuous BEYOND Rear Patio/Slab to be flush with bottom of sliding door recess. Top of rooter 14" below finished floor Step per foundation plan v .r Concrete Anchors Per to i Poured Concrete Ma ufacturers Specs )( concrete Mock well[l I/9"Max.-17 yLj a7 OUrn C I Aluminum Panel L t~ Sizes per manufacturer Q ,-i O zV'• �13 as 1 v See Tub al Stud Detail w L d =t to N c� u 1/8" x 3/32" wing Nut w/ O to U v_ appropriate washer and spacing N O O per manufacturer's Details dU .063. E — r CT) a7 .o94" U (y I c = L 1 0 I � I I 1 I I i I 1e,6' I Stud Detail Poured Concrete or NTe concrete block wall \ Stud w/ Die Cast Zinc \L n Nickel Plated Wmg Nut C Concrete Anchors Per �, t Manufacturers Specs h L Flush Mounted Shutter Detail - nits W ood Base r Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each tttb4s PRE-ENGINEE�D WOOD TRUSS 24"o,c. TYPICAL shop drawings by manufacturer \R-30 blown fiberglass in bottom chord of trusses aT I/2" drywall with smooth finishTwo rows of beam block filled with concreteand (1) #5 bar cont. in each row. Substitute 1 o precast lintel filled with concrete and (1) #Sbar cont. for bottom row over openings1/2" drggwall over I" x furringgstrips at I6" o.c. with R4.1 fi-foilinsulation on tgpical 8" Block walls All drywall to be installed per FBC R102.3.1T and shall meet all pertaining ASTM codes. bo Mortar to be Type "M"only proportioned per FBC Mortar R601.1 and joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...Fill cell with concrete and (1) #5 bar Vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Fil I IIII=IIII IIII�I�lillll IIII IIII=IIIIiii FI � 1—I I1 T (cal Sect t t BI 4SLOPE Gulf Coast Supple 26 ga. Sv crimp hypeuw101 laps fastened witi, spaced 6 o.c. at x D9'Attic Access L ------------------- L31W BI =/// BI L90B �p ion a ion orc Scale : 1/2" = 1'—O" Braden It Braden AIA, FA wLmne Building Corp. Architects — Planners 411 S.E. Coconut Avenue THE O Y L Tel ('112) 281-8258 �4 Fax (7-12) 28'1-8283 Spanish Lakes E—mail: bradenaiaBcomcast. net St. Lucie Count Florida Stuart. FL 34996 #AAC000032 Simpson HETA 20 hurricane anchor at each truss 24" o.c.) supporting Max. 1810 lbs. uplift Strap truss to wall using Simpson MGT with 5/8' dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet MFG 5v Crimp 'oofing attached >eI,. - :��...La. ." 3eriag en ins elion resistant tin is and two staaa, r RnAT FEY A L90B /A FL #11451.12 !ck using #9 x Lb" slae laps aria6" h 1.25" ring shank o,c. in field. A BI L45 MODEL: Date Drawn Revisions 5-9—I1 GARAGE Drawn by: LEFT c.�.u. Checked by: D.R.B. L90B BI BI L31 SLOPE O 3— X O r rn (y (a C to L w a H d L d W -C N U �. IS� to ti p O E � E O N Q I— w d w Sheet Comm # . 12-100 OF 5 PANEL "Ai' Poles BR Load Wire Description tire# arc# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #lo 3.5 ku 30 2 3 4 2 30 4.5 kw #10 40 gal. we ter HTR 5 L Rene #6 12.0 kw 50 2 1 g 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 Ike 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 its 20 1 1 20 L5 kw #12 Microwave 15 14 Refrigerator #12 1.2 kw 20 1 1 20 1 1.5 kw #12 Kitchen S.A.C. 11 Is Recepts 312 - 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 412 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 km 412 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts 912 20 1 1 15 #14 General Lighting 29 30 Recepts #12 - 20 1 1 15 #14 General Lighting 31 32 Recepts #12 - 20 1 1 i5 - #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 1 15 #14 General Lighting 35 36 Bathroom GFI #12 20 1 - I 20 #12 Smoke Detectors 31 38 General Lighting #14 15 I - 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Lighting (3 .watts Sq. ft.) S.... ..... .Nance. Circuit(s)....... .................. .Range ...... . . . ........ .................................. Refrigerator. . . . . . . . . .. ... . . .. Microwave ................................................................. Dish . Washer ............ .... ...................... Clothes,Washer Clothes _Dryer . . ............... ... .......................... Water Heater ...................... ....... ............. Water Pump. .. ........P... Garage, Door. opener 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1.500 1,500 1 1.200 1,200 1 1,200 1,200 1 6,000 5,000 I 4.500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 10.000 Remainder 21,415 940% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Eyeball Recessed Pa Push Button Switch -0- Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light w Waterproof, ground fault interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector 4& Flood Light Q Thermostat m Electrical Panel ® Central Vac rc":� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A Dec A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ID lIntercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlyy, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen. Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 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. 14. 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. I'll. 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 telebhone combanu. 42/0 Aluminum feed 1 '6' Conduit � 2' PVC ( Vent thru Soffif--- SEE MANUAL J" and Energy Calculation For Unit info 2' rigid service PPL I �Ba OS contopm wirear in Bleb 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 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 Vent thru MECHANIC/4L LAYOUT O= THERMOSTAT LOCATION SCALE: 1/,4" = 1'- O 11 MASTER BEDROOM UP GFCI �} { TV TV I PIORCH I \ TV \ I \ I -- GRE1AT ROOM Smoke / Carbon I Manonde Detector cash. GFCI cSo CLO,PE I �I Exhaust Duct I I Thru Soffrt VGf:i I I GFCI I I DINING ROOM ® GFCI GFCl/ \ GP i AN 50 M `r a \ / N o I / IT N ,4" Exhaust Duct Thru - _ - - _ _ _ Wall / Install owlet THIRD under disc. \ not shown or N = B E D R O O M clarity D (D_ r I i AiC fB rJ 42"h GII - - - 2" i tilt Access \ with light L---- I \ 4"(0 Steel Ballard/ \ See detail on this sheet 1 Pull chain \ light in atti-PC 150 Imp \ OPTIONAL PANEL Pan I\ \LOCATION \ 42"h GFCI Garage Door Opener r----------------- ) 1 I I I I I I I I I I I I I I I I I I I I I I I Smoke / Carbon Manonede Detector Combo under AHU I I cM O ra Id \ \ I,a� to e \ \\� (ice3 E C�'O N-D- BED (ROOM / l ' b ELECTRIC,4L PL,4N SCALE: 1/4" = I'-O" BC 2309 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = IL58 sq. ft. required Provide A Continuous Vented Soffit I N � Post Light with Photo cell � E> 0 m IF Exhaust Duct Thru Soffit E Wire For Front Post Light :enter Post Light on his corner Braden t Braden ,AIA, FA WL4nne Building Corp. MODEL: Date Drawn Revisions Sheet Comm Architects - Planners 5-9-1i 411 S.E. Coconut Avenue Tel (-112) 281-8258 THE R O Y A L S GARAGE Drawn by: 12-IOO : Fax : (172) 281-8283 )_EST C.C.U. Checked - l Spanish Lakes E-mail: bradenala8comcast.net Stuart FL 34996 #AAC000032 St. Lucie County Florida by: D.R.B. OF 5 A LIFE SAFETY WARNING This s bol identifies Life Safety Warnings that should be read given ecial attention by all persons installing trusses. SP, AGING NOTE A ALL T USSES ARE TO BE SET DON'T LIFT TRUSSES T 2'-0; ON CENTER WITH SPANS LONGER THAN -XCEPT AS NOTED 30' BY THE PEAK. CONSULT BCSI MULTIPLE PLY TRUSSES MUST BE A ENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO EN INEERING DRAWING TO DETERMINE IAL IF MULTIPLE PLY. Aj 30' Spanlor less 30'to 60' Span ��50 degrees Spreader Bar or less I � Tog Lin , soon cpprox. REFER TO BCSI Truss mus oe set this way if crone used. 7,,5, is an ample, Cur truss may not mote. ,r,5t LranC Op Cratar sets buss this way hag-_Approx 2/3 to Line 1/2 of Span REFER TO BCSI Jss must be set this way if crane used. This Is on 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 A are installed. A A I R II--1 A IV II I IF= F2 " O T II LESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES 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. NSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector s hedule in engineering package. waxen scxs wreeueo. xcwetiwowp cwnc. uw d�> nso ar0c.eau CORNERJgCrs Z,• If., •� nxi i CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY as tabs ails. ToAT PLATES CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-l" ABOVE FINISHED FLOOR 12 4.00 F___ heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-l' TYPICAL END DETAIL ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN L A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT ENGTH FABRICATION AGREEMENT'' u Tillie MOWB►CANNOT BE STAIRII rta Twsaeoneos PmPrb%Mn to 4neew VA be lneh4d k •Rffnmm 7RLU - rnorw,lagR.asaotowadpearldlpr..e: .. .wAkfi't• itieoM be merle In Wlu a w�11fJe bup pbwmat -� 2-Aldmrnfwq�hC'�ibY�youdre�lpr4y��rn �R dry! d dpvey tM vldwegrd evee�y K,�Q and b glenll>,n Tmp wail ten (f� - . rldt uittrt Aisles p Aettfelted OHlsneera Tnlp q� �wu e..bw.a.-b al..wwe - .. bbpinuP!Iw!puled;abw6epgeoNetbsee�d••. p10�nwdry+hwwen . ,\ • ppao�oril.loe.ro:iaa:wenr:i�lene aha ay« le INpelgeis hot N tjredatelwt dMiney rno°i""il..dF pwen... r c' b.ro.. e�o "Y'r'�.. ; wtsle.fob ee. peprW yet *t d.."romporaus a>,,..... WIOa es dlorwlb Crobre7 meb due b elY aotldpyy. . h wiatraPn a bebw w rbled b qw� s a y dwwee rs merle In OdiYyaitA$ ;:harreabrsleeknemgWdtrprl CwMreTnp fi TNl Is a PURCHASE OFM 10 CArlian, Tiup d Q san peed 1w or ■ ' �• Ham. hwke we H» ntttae on �r rld H�+ld athh 'of . tHeMry a tabrinbd The ed»aiw dm ae dewy r el,rr al0an:yti b. bredpWle. h is wt' d 'mod opaa b tar Ownbre.TFM I.....,u . dleipewabeadeledferYetatallol tw r'I'1'ar1*14/t%perawoelytta ' atnptmta.«rrwe.honberonadeawoareud,.aawmsibr"e"no weh, W h ornrldaralron a Cwnbem Tnwe tomerldbte aamt tat tlb slerrY to wwinYpted WIMMOWARIF T�Ojwen4ee P%ewe WMn dua of few aM d YWeMeBleee owed b by.my �t4' teeMiiq Ineleire and to ppy elgt hGudYtp tees. t defr+t h peyFal Fall for'a'd" tl ill be by the it '10. h to evereferr edary agellorl oolteeletltp Qie eperlwa, M lima indYrd hramder ' « rablted b hweYt tla pryae spec ewt to cob vetea txaeq rrat salon aA be jtt.D�IpleeryaampSasnper94tol 1SWdntMdR rarq�padeiwon r4 Odllmilctatt�rowlelPlmcohradeawaodTmjwe S�13NED r I - FOR - 71itE - i - 1 I -�!split!t►6�mtgr6B1eg111redPer'�1-03"bPwatryl+Ysdt�. - i M!!NPI® ply irrrssss must be fastened together per enpbweili ft before they are set; failure to do so can rai rItln roof coRapiie, Temporary and Permar lent bmcbrp are re Wred and can am We OW wnPe11711Y and IF the r+isp011111 lty of this buss f rectm Study Go conbMs of the bdbmispon P1111 it Mduded on dtlpvery before seekii trusses. 7tlwes nrrtbesttand braced per&SW b prewtt `�Isyg diirl TMM" trust be sit plumb and equare Do" bunks or stick or plywood, roofkv ,n bww of ww .. naati.d Io,aa an t Me"S, lhl. «n cause DaAr0T SET TRUSSES USING THIS LAYOUT - -WE LAYOUT DELNER® Yy" H TRUSSES't10 SET TRUBM :.: CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Plerr* Florida 34982.8423 800-551-5932 Fod Plem 7T2.46ti =2 Fax r/iaea�a ll shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their resive Iota to%ns. Approved By: "� Date: 920/93.2 MITEK 4.2 Braden & Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting IRoofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 c Top Chord Dead 7 4.2 1 Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 m TOTAL Load 37 7.2 Duration Factor 1.25 0 Wind Speed 165mph N Top Chord C.B. Sheeting by builder. In Bottom Chord C.B. Sheeting by builder. En Highest Mean Height 12'-0o Q) 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__Z_1e IVOI }� 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 75teol;? 13-953 CQerein;o