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HomeMy WebLinkAboutBUILDING SITE PLANSGulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal rooting 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 tb felt underiagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails pa fed 6" a e_ at _ell la�s_and two�sta�geredLrow L 12� o.c. in Field. Attach b/ C rmcr. cur. coral �Va as i miailGd ai.u..a W uunua finished stucco bands RIGHT ELEVATION SCALE: 1/4' - P-O' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 6' end I" 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 I ELEVATION NOTES: Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #4 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 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 riilrA up ai.uccV Vn i.9picai cancra6c: finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 12 4 1 SLOPE SCALE: 1/4' as r-O' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofirg attached to plywood deck using 29 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underiaement installed with inn. 4 side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two ate ered rows 12 o.c. in field. Attach dock to trusses using attachnant data�on this sheet ST. LUCIE COUNTY BUIL G II N REVIEWED FOR COMPL N REVIEWED BY DATE r PLANS AND PERMIT MgSll BE KEffd`N 30B SITE OR NO INSPECTIGI WILL BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRE© 8Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE6. ALL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WRIi FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD. /8" thick x II cut oral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwoad nailed at V o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 '-I" T. B. 12" 2 ° ■ 5/8" thick x 8"w cut - 5/8" thick x 8"w cut ®®®®- ❑ 3 coral finished stucco bands coral finished stucco bands ® mom O 3 ;.: 5/8" thick light textured stucco on typical concrete block construction are a Finishe Floor = Finished Floor - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0'-4" A.F.F. 5/8' thick light textured stucco on typical concrete LEFT ELEVATION FRONT ELEVATiO�I�I construction SCALE: II - P-O' SCALE: 1/4' = 1'-0" Product Approval Submittal Affidavit OPOEM98ahadnL 311111111111 Doom, Omrbesd Doom. Mdit Daame. VWt: BiidHdhta Opening Type HOAX N[JI1R Product Model # manufacturer Gbtse Attachment method ]�Ddratiam Da AIDknPressure imid Tares 1.2,3 t4 PL# 239.3 Single Hung SH-100 Impact PGT 5/16" V4 tw=o/ %ai. /C«it coat' to �e hers to sin.:Wdwtancas sp�eohed in Product approval + 80.0 PSF A IG-0330.02 Overhead Garage Door Model 824/8h11 G'-o' °mmm bought DAB ar'v-L rw it : L' ilea We sisivii e, at r sebit*. " '' �ss 'tr 10.sr u� 10-9-21 + 50.0/-60.0 psf B FL# 14414.1 Fiberglass Design Pro/ smooth Pro Jeld-Wen Eke I/4 din. con oath pin 1 5' i mbadmant at 3 max from eornen andd o c. maze thereafter in head and jambs. ± 50.0 PSP C FL# 251.5 Sliding Glass Door Series 770 SGD PGT 1" mom Type "GSA' v4• �a rapt s e/ on. I L /t pe;Z at2 Lo AA"m 2 I//2' edgiga tdst'�aworss agwcioedinin Product approval + LO.O PSF - Product NNQ Yodel # Mmufacturar Attachment Method of Akuland Testa mullions FL# 261.1 r x 2 3/4' x .316' PGT Install per fastener tape old spaeings drown in Table IA and 113 in product approval on sheet 5 or 22. + 58.0 PSF �OOi' FL# 11451.12 SY Crimp Metal Roofing Gulf and Coast Supply manufacturing 26 a. 5v crimp maid roding attached t$ plilmood dock using sy x IS' scrams with self sealarag washer at 12 o.c. max speemg over ASTM D tV" 23 3o Ili fan sridarisamant instellad arth inn. 4 well"laps and L' and laps fastened with corrosion resistant tin and Ph 1.2ring nk rsls �cad L os. at am d Lino st���ad r s 12 o.c. m fi Attach eck to trusses using attaeiwnt datail'on rao�plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Modyel T4 12' vented Vln I Soffit Kaycan Install using 2" x 2' battens at L' o.c. screws to befit framing using #8 x 3' wood screws at each truss. Install "fit to battens using +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 2" x 4" top plate I ' 1/2' drgwall ceding on trues bottom cord 1/2" drgwall on 2" x 4" studs at 14" o.c. base -board -, 11 11 / 2" x 4" P.T. bottom plate N 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nts Braden t Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net A._i,wrf_ PL '44alac itoor_nnnn*A`7 Wunne Building Corp. The Grand Carlton Sppanish Lakes Si. Lucie County Florida 5/8' thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands 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 Reaidential: 6th Edition and ASCE 1-10 for Wind Loading Swldin D it Enclosed Risk Catwi - II Wind Velocity: IL5 mph idtmmte Meal 'kodMeights � 11'-O' Rod Pitch; t _ oymst Internal Presa re Coefficient- t0_l8 i Sub,lectabdrtg to damage from: Weathering: Ng hgibi Termites: Varu Heayu Width ofRod End Zone- 3'_4• Wind Speed: IL5 mph ultimate Wind Exposure Clasafication: C 1.21 x O L 0.12L Ad lustment factor for Exposure Height: ASD deanprt Load Combination: ASCE 1-10 Section 2.4 DL+LL. DL+O.6WL; O.6DL+O.LIDL Components i Cladding Wind S�AiWp� Pressure (NET) Rod Zane: I. +20.6/- .6 pal Rod Zone: 2. +20.6/-2O psf BY Rod Zone: 3. +20.6/-84.0 pat St. Lucie Country Components i Cladding Wall End Zone Width:'- ' Components t Cladding Wind Pressure (NET) one: 4. +35.8/-38.1 pot 0 2of on I Wall Zone: 5. +35.8/-41.8 psf WaR Components t Cladding Wind Pressure (NET) on Garage Docr:+32.0/-40.3paf Shear Walls ConsWered for Structure? yen Continuous Load Path Provided? ®= Roof Zone 2 Walb Zone 5 Are Components an Cladding Det�a 6 Provided? Yes END ZONE Minimum Sal Bearing Pressmxe: 00 air, Preslenptive: X B Test: psi = Corner Zones SEE RODI CT APR VAL F R iM ACT P O E TION F R O E INGS Rod Zane 3 ROOF LIVE LOAD: 31 pot ROOF DEAD LOAD: 10 pal FLOOR LiVE LOAD: 16- pot FLOOR DEAD LOAD: 10 Pat JOB ADDRESS: \��� o� �o,�; %?01" 0,5-P I Date Drawn Revisions : Sheet Comm # 5-23-18 5-23-18 Smoke detector revision GARAGE LEFT Drawn , . 12 - 2 � C.C.U.. Checked bg: D.R.B. OF 5 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into s1a (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress. ` 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2" ALL Concrete used for vertical filled cells, cont, tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall be leveled and attached to bottom chord °3/8" ° 2�2" 4' at ceilings shall 2-1/2" of trusses with screws per FBC R102.3.5. ° ° 1. ALL wood in contact with concrete shall be pressure treated. S. 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. �2 h' 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 Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wail and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All ex osed attic insulation materials installed on attic floors shall have a critical radiant " I x L P.T. Buck flux n0 less than 0.12 watt per square centimeter. Exposed foam plastic Insulation block with case hart materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. G sum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1118, C1218, C1395, C1396 be C:40' , C1002, C1041,C11-11, or and shall installed according to the following: (FBC R102.3.5) Dr wall Thlekness Location Orientation Framing Member Max. spacing of fasteners Nat eziio Options for installation of drgwall into Spacing Maximum wood framing members Nails 5crewe 2' x min. thickness Ceiling Perpendicular 24' 'I" 12" 13ga 1 3/8' long with 19/64' head 0.098" diammeeter x 1 1/4' long annular -ringed or 5d cooler nail /2 OR Walls Either IL" g' IL" 0.080" dia. xx 1 5/8" long with Direction 15/64' head OR Ggpaum board nail 0.080 dia. x 15/8' with 9/32" has Ceding Perpendicular 24" IN 12" 13ga 1 5/8, long with 19/L4" head 0.098' diameter x 13/a' long annular -ringed or Ld coder nail Walls Either IL" e" IL" 0.092" dia. xR 1 1/8' long with Direction 1/4' head OR Ggpawn board nail 0.0915" dia. x 1 1/8' with 19/44" head. Install SGD thru buck Into block with 3/I6" tap -con with 1 1/2" penetration at L' o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/1i" tap -con with 1 1/2' penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product apprO 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.i 20. Cement, fiber -cement or glass mat gypsum backers In accordance with ASTM C1288, C1325, OR C11-18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wail 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 accompanying 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 MPG 5v Crimp Metal roofing FL #11651.12 2i ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and V 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 detain on this sheet Simpson HETA 20 or equal hurricane anchor at aach )ruse with (10) IOd x 1 1/2' nai s ( 24" o.c.) suppporting Max. Islolba. upld't Aluminum Drip Edge !Fasciais 2" x L" Sub -Fascia Kascai Pug a vent vinyl soffit i usaip 1/8" dia shank x 1.5" long root nods with 3/8' dia. hood prod approval - we chart A 5/8" thick light textured stucco on tgpical concrete block construction #5 bar Vert. w/ 30' overlap at each Pilled cal, s1 12 4 T- Lr<r•*!l at 24"o.c. (shop drauangs bg \R-30 blown fiberglass in bottom chord or trusses I/2' drgwall nth smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings 1/2" dr wall over i' x furring strips dt 16" o.c, with R4.1 i-foil insulation on tgplcal 8" Block walla All drgwall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. W Mortar to be Type 'M' onlgg proportioned per FBC R101.1 and Mortar ,fonts shall compiy with FBC R401.2.1. Provide Dur-O-Rock at ail wet areas (m showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (tgpical). Max. spacing shall not exceed 48' unless otherwise noted we foundation plan notes for spacing at opening* 4" concrete slab with fibermash OR OW #10/10 WWM on L and Visqueen over / clean compacted termite treated fill Grade ii III , IIII ,III - 14' x 14" Concrete rootin • g 14 with (2) 45 bars cost. and #5 transverse bars at 48' o.e. TYPICAL SECTION Scale : 1/2" = 1'-0" to Masonry Beam nails / fixed door sliding door ,. 11/2" AREA CALCULATIONS Living A/C = 1444 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,548 2" VTR AL I I I 21' VTR Master( Bath I I I 1Lw. I 2' Lay. I I 4' 1 2' VTR W.C. i JL I I 2' Sher. g. % 1 K L silk I Kitchen 2' I 1 ' I I Lev. 3' w.a Bath #2 3' G.O. 7o septic PLUMBING.: RiSER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track ----Tgpical Flooring _ Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding Door Detail 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at Jambs per product approval �amb At Masonry Wall NTS Window Schedule Mark Size Rough Otien. Window Description PRESSURE ZONE I. 4'-5ia"x 5'-3 ia" 5' k8'x i 4" Single Hung ZONE 4 2. L'-2ka"x V-3 %a" 15" x 63 %;' Single Hung ZONE 4 3. '-2" x T-2 1/2" 21 k2"x 38 sin° Single Hung ZONE 4 4. 4'-5ke"x 4'-2%a° I 54%a"x 54%" 1 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 bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 7'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0' X L'-So 41'/+'x 83%v Fiberglass Panel - inswing ZONE 4 C L"-O" X 6'-8' 14" x 81 '/," Pr".=t"i Sliding Gin" Door ZONE 4 D 2'-O' X L'-8' Solid Core - Wood - I. -Panel -Bi-Fold Finished 24" x 81 %' E 2'-L" X L'-8' Solid Core - Wood - L-Panel F 5'-O" X 6'-8" Solid Core -Wood - 6-Panel - Sir -Fold G 2'-8• x L'-8' x 1 %;' Solid Core Wood. Steel. or Masonite Door H 2'-e" X L'-e" Solid Core - Wood - I. -Panel J 2'-6" X 6'-8" 5did Core - Wood - L-Panel - Br -Fold K 2'-8' X L"-e Solid Core - Wood - L-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 bg contractor with manufacturers specs prior to construction in I N 14'-0" Q EGRESS N 17 MASTER UZ BEDROOM inn W-O" A.F.F. o e) Flat Ceiling 0 C4 N 0 o- A/C Meter -O I J Rod 6 1SheIP _ d ✓amitg to e v I N h1g ;hcLO E Ige Ige -v OPTIONAL PATIO/SLAB 12" x 12" Concrete column / block filled with concrete and (2) #T bars vert. tied into lintels above Covered Porch 8'-O" to 9'-8' A.F.F. Vaultek Ceiling GR IAT ROM I I I I v I N x C knee -wall e' O" to 9'-8" A.F.F. XV counter top I Vaulted Ceiling DIKING ROOM I I Vanitg to be I 34 Y "high High well 14!_ _ _ 17N rfoot w.H.LieeI Ballard dated oA fbis..ahwett„ ' I 22' x 64• 17„ I Ul �n Provide auto Attic Aeoass oe p I closer I _ with _ J @ I -2" 150 Amp 4"4L-o" P nel m Install windows thru buck into block with 3/I6' tap -con with 1 1/2" penetration at L' o.c. max. from each corner and 20." o c. max thereafter at ambs and 20' o.c. max. Exterior face at head and ml1 per product approval of wall -\ / \ Back to be I' x 4' PT GARAGE A.F.F. Flat Ceiling r-----------------i I Block wall in garage to be i atruck block i I I I I j 14'-6" 1 I I /A-\ 1 •• 3'-0"4" +� 8'-1" E BATH Rod t Shelf A.F.F. Flat Ceding II'-L" SECOND BEDROOM O., EGRESS i 0 COVERED 12" x 12" concrete PORCH with con rate and (2) into lintels 6' 2" II'-L" n I in N I in block filled 's Vert. tie O (a" .a 9'-0" 3'-5" 2'-8" 2'-8" 4'-2" 5'-4" 15'-101, 5'-4" 3'-4" 9'-6" 34'-O" Exterior of will - Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max Prom each corner thru 2" x L" PT Buck OD w 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Waod screws thru iamb into buck lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' ox. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden It Braden AIIA, P,4 Winne Building Corp. Date Drawn Revisions : Sheet Architects - Planners 5-23-18 5-23-18 Smoke detector revision 411 S.E. Coconut Avenue GARAGE Drawn bg: Tel (ill) 287-8258 The Grand Carlton LEFT e e u 2. Fax : (112) 281-8283 Spanish Lakes Checked b E-mail: bradenaiascomcast.net St. Lucie Count Florida +�' Stuart PL %4g9G 2AAC000032 y D.R.S. OF 5 Comm # 12-2� B Z) I i�Ul� I Ul11z,f�!— IN I r.—J: L ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9. 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/ L MIL. ViSQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. i 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON d MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% 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 MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. `• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR O. ALL REINFORCING STEEL SHALL BE GRADE b0, MEETING ASTM A-Ib, f A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. Ii. 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. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3' BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" 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 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'-0" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c, unless otherwise noted (see section) (a. 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 co of soil test to architect for review prlor to construction U py 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—](. and A-35 specifications. ALL Anchors to be A-30�1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. ° �r #5 bar vert. w/ 30' overlap — at each filled cell 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Viaqueen over clean compacted termite treated fill _)III III I I_ 14'w x 14"d concrete monolithic footing with (2) #5 bars cunt. I ) TYPICAL FOOTING DETAIL _ SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR Cxb" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a'. foundation plan y, iti , r 10" 12" DETAIL AT G 12' x 12' concrete column bbak filled with concrete and (2) #1 bars vert, tied into lintel& above Top of rooter IL" below finished floor (2) #5 bars cost. bottom steel ARAGE STEPDOWN Qr^AI C I/7" = V- Verify house slab height in field r 30" rl COLUMN FOOTING DETAIL Thicken edge to 8"x8' with concrete and one #5 bar continuous GRADE SS bar vert. w/ 30' overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb 14" 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Viaqueen over clean compacted termite treated fill 4' concrete dab with fibermash OR VxV #10/10 WWM on 10 mil Viaqueen over clean compacted termite treated fill '-n" a F F '1 -III= 14"w x 14"d concrete monolithic footing with (2) #5 bars cunt. GARAGE CURB DETAIL 2' x L" PT wood secured with \ 3/8'dia, x V 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. Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 9B E-mail: bradenaiascomcast.net m i N 0 n 3'-5" 1 9'-0" W(,�nne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida 0° I _I_. : 4'�h' 1 20'-0" FI I Filled cell under girder above ©`_ J I 24" I o I Rear Patio/Slab — g ( r J _ to poured separate Froro m the house dab. (tu L �I I o I I Thicken footing to 24'w x 14"d x 24"L I I©i under filled cell I ° under girder bearing. °(] El 4 I L___ Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" 1 I I 32'-8° I 4" concrete slab 1h fiber xb0W#WMon6mI clean compacted termite tr I� I °I I A/C ° F—--------w.H i #1 I 4'4 Steel Ballard `w filled w/ Concrete O ° IF5 moo= I I01=°I v I ` I v 0-q I I 0>4 I I I c4J -i I _a O� I E. ° -iI 01 .ea3c I ° I EN `U a - I 9O U IN F5 I IQ# U lll I O — — — — — — — — — — I I I I FI I msh OR queen over ated fill x o �— Recess for ----u r° ---8 `n — r� n ° Garage Door ° — — — o — — " 6'-2" J© II'-C © 6' 12" x 12" concrete column block fills with concrete and (2) #Z bar& vert. ti into lintel& above I FOOTING SCHEDULE Mark sire De tan I 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY S"W x 8'D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions : GARAGE 5-23-18 5-23-I8 Smoke detector revision a r l t on LEFT Drawn C.C.U.. Checked by: D.R.B. Sheet Comm # 12-2� B OF 5 Provide 85 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. v�_ Provide 35 bar set m pre -cast lintel into beam where length of the opening calls for it. 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 (22) IOd either wet set or in epoxy with nails into truss. Add blocking to ( 24" o.c.) supporting Max. pp 9 truss leg per detail on this sheet META 20 1810 lbs. uplift ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 1#8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgywood 4. Use nails or sc ews basd on pressure for rooT stated in permit info brox on t�iese plans for zone 3 Ke Area Ede Field Fastener six. rglaaza Zone I 4 it 4 to8d ring shank 45 psf Zone 2 " 6" 8d ring shank -16 per Zone 3 ad ring shank 84 psf ** Zone 3a 4" G" 48 wood screw 112.5 psf ** Use nails or s4rews based on rea ure for r of stated in permit info box on these plans or zone Provide Cost -Grote SUB-OB/OT precast lintel set in mortar Min. 8' Bearing -- - - --� -4 --- a PT Buck ad per jamb into filled a 4" Pre -cast Sill k i ; I I,., * Filled Coll Provide 45 bars with min. 48 bar 'iameters overlap in filled cell. Tie rdled call steal into continuous rooter steaL .`. . •',=C., . r :. Concrete Footing (see tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS VIA Neil 2' x 4' blocklnA to veil lap of truss with IOd x 1.5 nails at 4' o.c. Verify with Plan Concrete \ `r Install Simpson MOT into call win 12"x 12" � S/e' dia. tkaadad �� eaei irei. I�" / Lintel �--� C�umn Block into eat bras and (21) IOd Heals into truse \�1 Rabar Rebar 48 Bar Dia. Min. Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tilpe 2 felt paper using 8d nods. Substrate to be 19/37 COX Pigwood nailed at C o.c. in field and edges with 10d ring shank nails into studa. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L gn. 5v crimp metal rooting attached to plgwood crack using 1r9 x 1.5" wood *crews with calf sealing washer at 12" o.c. max spacing over A5TM D (type 2) 30 lb felt underlagment installed with min. -4" side laps and V and laps fastened with corrosion resistant tin cap& and with 1.25" ring shank nails spaced 4" o.c. at all Is s and two staggered rows 12" o.c. in field. Attach dock to trusses using attachment detail on this sheet r LINTEL SCHEDULE Mark or ii Wlndoa Unit SZ I Cast -Crab f Ross or "H' Slack A�e °tom Siea Top Steal S� 4ravity Load IPLP) UpVt Land IPLF) Lateral Lad (PLP) L22 2'-2' V-0 GPO-OD/IT 1 s6 30L1 6L9 1024 L31 ; 41-(V illisO-OBAT 1 86 250 IU3 10 L49 V-r V-10' disO-OD/IT 1 86 II06 109 33, L60 6'-0' C-C J111138-OB/IT I a6 cm sirs 121 1.60 61-8" T-V BlaO-OB/IT 1 s6 M 121 934 LSO 8'-O' T-4' OFO-0/2T I of 2 srs 162 691 612 190 9'-O' IV-L' 81138-I8/2T 1 85 2 85 L43 630 401 0015 1'-0' 10'-0 OPIL-I5/2T ONE I of 2 a6 1533 no 401 LI00 10'-O' Ir-f OP8-I0/2T 1 06 2 06 502 494 452 L1006 10'-O' I Ir-4' SPI6-18/2T ONE 1 86 1 2 so I$LL 1028 452 L120 W-O' W-4' SPO-18/2T 1 s6 2 as 4'11 428 324 1_009 tr-�/O�' r3'-4' OFIL-IS/4T ONE 1 s6 2 s6 1019 110 324 LHO W-00 5'-4' SPIL-0/2T ONE 1 s6 2 s6 1250 L04 269 LILO W-O' rT-4' OFS-IB/2T 1 K 2 si 300 M2 144 LKOnI IL'-O' IT-4' OI'IL-IS/ZT ONE 1 $5 2 s6 ,60 600 144 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurnc no anchor at each truss with (10) IOd x 1 1/2' nails - 1 24' oc.) suppporting Max. 18101bs. uplift Aluminum Drip Edge E Fascia 12" 2" x L' Kannapgcan full o vent soffit installed 'eroofiry in 8 'dia headgW product approval -ace chart shoat $l 12' x 12' concrete column black filled oth concrete and (2) s1 ban vart. tied__ into Mntels above thicken ads& to 8'xe' with concrete and one #5 bar coneimeo s BEYOND Top of tooter 16' below finished floor ta = III—IIII—III IIII IIII—IIII -`•3"" �� -illl ,,llll,�lll� ����II•- an into Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end trues with (2) IOd ds at each web �� into 5/8" thick light textured stucco on tgpical 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 III N 12 4 Irk'. Brace Gable and with 2" x 4" SYP s2 Oft back nailed to bottom of tap chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL f shop drawings bg manufacturer ) w � X O� " H a a- �a 2s to a 00 tonL p E o 0 O tTJ " L W Emc Brace Gable and with 2" x 4" SYP 42 min. aft back nailed to bottom -- of top chords using (2) IOd nails at each truss a t \R-30 blown fiberglass in bottom chord of trusses p -1/2" drywall with smooth finish ro o Two rows of beam block filled with concrete -and (U u5 bar cont. in each row. Substitute U lintel filled with concrete and (U #5 � grecast ar cunt. For bottom row over openings a 1/2" drywall over I" x furring strips at 14" o.c, with R4.1 ri-foil insulation on typical 8' Block walla All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc... Fill cell with concrete and (1) #5 bar wart. (tgpical). R O O 1- 'Max. spacing shall not exceed "I wl�l mail MWEM10=1 rIM011=1111110 II��I�ll VIA 05 iWA 41AR, wo r"A I I WIAA�'ArAffl 2 . 1 WA, FAWA 1A I I AMA 11 VAN VA VA a ll __ FA 4 1 W W WEAVE OMM011 11_,=VAWA9 WNW,fil �I � AV W-urill ErAVA111 alp II 11 VS. w 11�im MIN `l� Ell III_ " FLAN £TA 2 N W 48" un ass otherwise noted *so- Foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET *pacing at opening° — ROOF PITCH AT +12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with hbermesh eTRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L"xL" >RIO/10 WWM on 1. mil Viaqueen — over clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITINGS PRIOR TO STARTING CONSTRUCTION. 111 IIII IIII— —ALL TRUSS TO TRUSS CONNECTIONS BY \ 1=1 I' 0 -III " Twwcal Section at Front F'orc4O �E TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION ZONAL PANEL "Ai, Pelee BR Load Wire Description cmc8 cacti Description Wire Load BR Poles 2 40 1.0 kw 88 A/C comp 1 2 AHU alo 3.6 kw 30 2 3 4 2 30 4.5 km 8io 40 gal water HTR 5 i Range U. 12.0 kw 50 2 a 1 20 1.8 kin 812 Pmsp 9 10 Dr er 810 6.0 Its 30 2 11 12 1 20 1.5 ke 812 13 14 Dishwasher $12 1.2 kw 20 1 1 20 IS kin $12 Microwave I6 it Refrigerator 812 1.2 kin 20 1 1 20 L6 ka 812 Kitchen S.A.C. 1, 18 Recepts $12 20 1 1 20 IS Ilia 812 Kitchen S.A.C. 19 20 Racepts 812 20 1 1 20 1.2 kin 812 Clothes Washer 21 22 Recapts 812 -- 20 1 1 20 0.81 Its $12 Garage Door Opener 23 24 Receipts 812 20 1 1 20 1.4 kw 812 26 26 Recepts 8r2 20 1 1 20 IA2 kw 812 21 28 Recapts 812 ` 20 1 1 20 $12 General Lighting 24 30 Recepts 812 20 1 - 1 20 812 General Lighting 31 32 Recepts 812 -- 20 1 - I 120 $12 General Lighting 33 34 20 1 1 - 1 20 812 General Lighting 35 36�- 20 1 1 20 812 Smoke Detectors 31 38 20 1 1 20 812 Bathroom GFI 39 40 ` 10 I s are 41 4294 PANEL "A" LOAD CALCULATION SHEET Load Descri tion at . Watts Total(Watts) General L�ghtmg (3. watts sq.. Pt.) Small Appliance Circuits) .Range ................. Refrigerator .Microwave..................................................... Dish Washer , ... , .. , .. , , Clothes„Was#lei............................................... Clothes..Drger................................................ .Water, Heater ................................................. Water Pump Garage.Door.Opener....................................... 1135 3 1 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1500 1500 1 1,200 1,200 1 1,200 1200 1 5,000 5,000 1 14,500 14,500 I I800 WOO 1 810 810 Total Watts 31.415 First 10000 Watts 9100% I 10,000 10 000 Remainder 21.415 e40% 1 O 10.966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30.9K Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required . 150 Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Si Double Pole Switch ® E eball Recessed p Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- 1 Wall Mounted Light aterpr ground fault circuit Light with Pull Chan (attic) ® Floor Duplex Outlet Q Computer Connection Jack re-n 1 Carbon Monoxide Detector 4t? Flood Light T Thermostat CSi Electrical Panel ® 1 Central Vac 8 1 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack A sc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ❑t Intercom 163 CFM IOWOxb MASTER BEDROOM 163 CFM lowox6 B%Ax4 No- Soffit 9ATH A/C Meter I A P 15Amp Panel 12W2x9 B/A -LOSE PATIO/SLAB l^n I I GREE,I,AT ROCj M I I F��ecop nu K I t-------r - I'Ta I r I' Y e`�atera161dOx IM DiNING ROOM O 11 JIl------ J- rI a.s°®®� L J 212 CFM 1' I I x6xl GARAGE ---------- I 1 I I I I I I I I ®= JUNCTION BOX TO SUPPORT A FAN M E C � A N f C A L L A `,, O U T 4!J = THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = 1`01' Electric Notes: I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical sgstem and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and 4. ALL exterior outlets to be WP/GFI protected. shall conplg with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements, meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone compang. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 19. The electrical sgstem shall be completely and effectiveI 10. A/C Refri erant lines that are run thru slabs must be sleeved in VC grounded as re the latest edition of the N.E. . Arequired b g 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fullU operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liabilitg and propertg damage for the or as selected bg others. duration of the work. 14. Contractor shall guarantee all materials and workmanship 23. All racewags and pipes placed in or through any concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from ang other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of ang conduit. other phase of installation that may have been damaged. 25. Drger Vents to be installed per FBC RM1502 SECOND BEDROOM I j 12id2xg i-y B/A COVERED PORCH A/C disc. 4AMP #2/0 Aluminum feed I !9' Conduit 20PVC (FP1 2' rigid service FPL Herr 58cant�l1Oe�arwiin slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction HIS Vent thru Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP F Install owlet „ under disc. N not shown or Q clarity ^_ Q A IC Meter OPTIONAL PATIO/SLAB i overed Pore%-, MASTER EP BEDROOM WP GFCI ; y \ I �\\ \S I I i - - - Smoke / Carbon R AT Monoxide Detector R OM / Combo I S I C I GFCI I -I - I 16" CLDSIE I © I 4FCI I I I I II DINING., -`\ GFCI I I I_ FC \ I I ROOM GFCI GF I \ OF�FM a \ I RM� /i KITCHEN I lL-------- /24„ i +IItEa F C.M. Detector / onlyy per FBC R314.3 / - - GFcI so CF� F N "GFMr,FCVI/ / 42' GFCI ` m - - - - -- W.H. UJI 1 Attic A6w4as I O Cente path i hgM y � I \ �- L-`�SECOI�T1� 150 A\mq Optional BEDROOM Panel 1 panel location Pull chain A light in attic m 42"E�=rC1 GARAGE =E) Garage Door / Opener WP / ,COVERracr I -I FO'RICH ELECTRICAL PLAN SCALE: 1/4" = i`011 Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1-4.14 sq, ft. required Provide A Continuous Vented Sof f it Post Light with Photo cep 6'-3" H.B. Exhaust Duct -Thru Soffit a Wire For Front Post Light Braden It Braden AIAe PA Wgnne Building Corp. Date Drawn Revisions : Sheet Architects - Planners GARAGE 5-23-18 5-23-I8 Smoke detector revision 0411 S.E. Coconut Avenue The Grand Carlton LEFT Drawn bg: - l Tel : (112) 281-8258 C.C.U. Fax : (112) 281-8283 E-mail: bradenaiaecomeast.net S anish Lakes S Lucie Count Florida Checked b g" A ii in PL %49gL 2AArYnnnn%2 D.R.g, Op 5 Comm # 12-2� B a =LIF This symbol it given special I E SAFETY WARNING ® AR;RANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH atienies Life all persons ns installing Warnings that usseshould be read ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers attention by all persons instal6ing trusses. 1'1 SPACING NOTE �LL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® I I IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Spano'r less 0 degrees or less —1/2 0 1­g Line span } pprox. REFER TO BCSI Truss must be set this Way if crane used. Truss is an exomple. your tn�sa may not match. isist crone operator set4 truss this way. 30' to 60' Span SDreader Bar Ira9 �_Approx 2/3 to Line 1/2 of Span REFER TO BCSI uss must be set this way if crone used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. Al R HAN ®1—�R NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. U REPRESENTS A ttANGER - Carrying Girder--__ For Truss to Truss Connections see hanger/connector PrDomemaungle be as de tabs schedule in engineering nails. SEAT M TES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 I upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r- 122.00 - upset=1/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A GARAGE LEFT GARAGE RIGHT The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible IF checking field measurements and Other construction criteria. Architect's approval covers general roof shape, rovlew of truss strapping, and loading on structure from gravity and uplift loads and their r'esp(Active .Dear:...... lUN AGREEME--`— ' NM Tt�'e eslalpem a le STARM D wTHIII 31GNED 6 RFrURNEo �eldrrtlynednvwledpse arq aprses; . r:.Tluuee wig be made In strict axtxd..ce w2.Allck�ekrt°e hM4btyout�Mirebrant yyi bnaf t rage delivery notice the v1d6d by1�no coalmlift We be dol b Cldmben 7 Win bn (tp) tudh wrRlm nolkee h > b brow. repro roq.rtred, orb e"'ha° bow tnr.. r.� btl.ew aey, ti ever, 4. TIr uMwr.rn.wr ..r..-.. ° ere ahrr.D3blors chambersTnb.e IDdOlermincmperlibil, aforord, °� to Maki the The JoD olio for d tD el0e p.f1`P` for dWvery� eclomm � tw b redeem " *10 le pl D 7 bye for s W +Yer h not propered rep , a , drW rash due b sre AS60pabmrfeeforreMebnsRoER . .� ohebl are. nodekj . ■ areewliadPURCHASE kivoke vin ito n mded,"T'Ue' d rb rim agreeddelv" aid paid invoice MW be WIZZ p, or r ' Thee at +rl.edtded date"bf de" W pryer clnnof ams " for CID1111111citilbra In *aWwmeriot at InWedmely made. 1&Per nmth eWG.e.Tinnee bid Or i"01111111 arrwhere on this sheet or.hOela.empabyemne,TdN,wNpt.fds1e>eth�n rea0rr thlidy� igf �fIt b 80 ttltM„ms t.erielR� pP+a. IVW arid an be event of any Milieu by A Omoly F:krt, tha Partke epr" that w vsrnro acWeiler tion tvN Per lees or2 � AV Metal pill come red w °dtleh1°s On -*-4 a61CCIA IDproMtkljuy&dttrIll = Multlple ply trusses Must be faataned together per engineering Before they are set; failure to do so can result -in roof collgPise. Temporary and permanent brecing are required and can sous Ilfe . . and property and Is the rsaponsiblilty of the truss erector" Study dw conteBft of tlnOnone Included on dellvry s. ThiessmlatbeaelandbraWp,rd�„tp t y8 Tea must be set plumb and square Do not set bunks or stack of plywood 'b, rooflrtg maferlal or any . "tller cdheentrated load. nn i.�.- -- SET USE LAYOUT DELM CHAMB aFts USING THIS WrrH TRllasac rn ee ERS TRUSS INC 3105 Oleander Avenue Fort'Plerce; Florida ZM82-0423 800- 51'5I).32 Fort Plerce 772485, p12 ax Vero beech 77246g-20'12 I.466.8711 Stuart m.UG- 102 w, nuauceoa77anAC(`.faY - 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWIFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. �°. _ := Top Chord Live 20 ` o ` Top Chord Dead 7 4.2 t m o Bottom Chord Live 10 Non-Concument Ci Bottom Chord Dead 10 3 0 ` m ` TOTAL Load 37 7.2 m Duration Factor 1.25 R o Wind Speed 165mph R Top Chord C.B. Sheeting by builder. to Bottom Chord C.B. Sheeting by builder. t� Highest Mean Height 14r-0" v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARL.TON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 /4y3 D- r