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HomeMy WebLinkAboutREVISION,050612 4 SLOPE 8'-I" T.O.B. Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x L5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced C o.c, at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf T 2 2„ 1F2 O H. H. c thick fight textured stucco on typical concrete 5/8" thick x 8"w cut block construction coral finished stucco bands C 0'-0" = Finished Floor, 5/8" thick x 8% cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands LEFT ELEVATiON SCALE: 1/4" = F-O" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb Felt underlayment installed with min. 4" side laps aria 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. ROOF deck to be 19/32 COX plywood nailed to trusses with Sd x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12" .H. 5/8" thick x 8"w cut Cora finished stucco bands 3 3 ; RIGHT ELEVATION tZLtZ V/411UN INOT=,�: Union Corrugating Co. 26 ga. 5V crimp metal roof mgg FLU: 1211.4 Attach roofing to deck using #9 x I.S" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggCIered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf J____ � I � ------------- _emu �f I 5/8" thick light textured stucco on typical concrete block construction REAR ELEY/4710N - Overhangs at 1'-0" unless otherwise noted on Roof Plan - roof pitch at 4:12 unless otherwise noted - ,ArL 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 SLOPE I 4 ME 5/8" thick light textured stucco on typical concrete block construction OI-OlI _ Product Approval Submittal Affidavit Opening Type Opening Schedule Swing Doors, Overheard Doors, Sliding Doors, NOA/FL Manufacturer Product Model # NUMBER Windows & Skyligkts T Glass Attachment method EX ration Date Design Pressure of Approved Tests 1,2,3 t4 FLU 11499.2 Single Hung Series 185 Mi Windows and doors 3/I6" dia. Tapcons w/ min. 1 114" penetration at 6" max. from each corner and 19' o.c. thereafter thru PT Buck +41.2/-50.0 psf A B 16-0330.02 FLU 15221.1 Overhead Garage Door Fiberglass 9 Model 824 9'-4" max. width 16'-0" max height Smooth Wood rem g series o fiberglass DAB Plaspro/Nanya Plastics Corp. Install track to buck per product approval and per menuPacturer'a recomendapone. Attach Buck to wall usin 3/8" x 6" anchor bolts at IS' o.c. Elco 1/4" din. to con with min 1.25" embedment at 6" max from cornera and 14' o.c. thereafter in jambs. Pressure based on SCHLAGE hardware. 10-9-21 +50.0/-60.0 psf + 45.0 PSF - C FLU 15332.2 Sliding Glass Door Series 420 Mi Windows and doors 3/I6" din. Tapcons w/ min. 1 1/4" penetration at 6" max. frominto eaciiididh cornfilleder and 19' o.c. thereafter thru PT Buck wal + 40.0 PSF Product NOA FL / NUMBER Model # Manufacturer Attachment Method TEST aration Date Design Pressure of Approved Tests Mullions FLU 15353.2 5164 vertical mullion Mi Windows and doors For CMU use {4) 3/11" din. tapcons with min 1 1/4" penetration wit anchors located per product approval drawings. MFG TO PROVIDE REBAR IN MULL + 44.2 PSF - Roof FLU 1211.4 Crlm p Metal Roofing 'Metal INSTALLATION METHOD: A -IS Union Corrugating Co Union Corrugating Co 26 ga. 5v crimp metal roofing attached to deck using 49 x 1.5' wood screws with washer per approval over Titanium UDL 25plus underlayment installed with min. 4" aide lass and 6 end laps fastened with corrowon resistant tincaps and with 1.25 ring shank nails raced 6" o.c. at all laps and two staggered rows 12 o.c. m held. Attached deck per sheeting attachment detai on roof plan FIELD: -85.8 PSF Edge and Perimeter - -113.1 PSF Siding Stucco on Block Soffit 15-1021.02 Model T4 12" vented Model I Soffit Kaycan Installed using any op. roved anchors ap shown inproductapproval. Contractor to strictl adhere to the roduct a roval For the use of fasteners. and s i n 4-20-21 +55.0/-35.0 PSF Hurricane Panels Flu 15011.2 24 Gauge Storm Panels Global Protection Products LLC In using any appproved anchors as shown in product approval. Contractor to strictly adhere to the prci oduct approval For the use f fasteners.d +55.5/-12.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) SCALE: 1/4" = 1'-0" 5/8" thick x 8"w cut coral finished stucco bands ILE 12 ��OPE �{ Flnlsh Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" = F-O" Union Corrugating Co. 26 ga. 5V crimp metal roofing FLU: 1211A Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two stayered rows 12" o.c. in field. Roof deck to be 19/32' CDX plywood nailed to trusses with Sd x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf Finish Columns with / 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT �--LEU,4TiCN 2" x 4" top plate;n I/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base-boa•d 1 II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts 12" F- TERMITE TREATMENT REQUIRE CONCEALEII FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIM OF THE COtiTRACTOR OF RECORD 8'-1" T.O.B. ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 0'-0" = Finished Floor "HESE PLANS AND ALL PROPOSED WORK 11 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT `IMAYBENECESSARTIN ORDER,TO COMPLY WiTH ALL APPLICABLI±CODES LUCTr COUNTY lnn')TNG n1ViS10N AND PERMIT MUST BE KEPT ON JOTS" INSPECTION WILL BE i2Aai. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" O.C. in fi d and edges with IOd ring shank galvanized naill nto truss webbing. SLOPE],4 4 n� I ---- 5/8" thick x 8"w u coral finished stucco balidst -0'-4" A.F.F. SCALE: 1/4" = 1'-0" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING: CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Buildinq Design is: Enclosed Risk Category: II Wind Velocity: 165 mph ultimate Mean Roof Height: ll'-O" Roof Pitch: 4:12 Internal Pressure Comae icient: ±0.18 Subjectabilitg to damage from: Weathering: Negligible Termites:Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 � p 9 ASD design NIP ROOK 1:H TO L:Is PITCH Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.GDL+0.6LLIL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 oaf Roof Zone. 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35,g/-3g,1 psf Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 PSF Shear Walls Considered for Structure? Yes = Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: - Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3-1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: psf FLOOR DEAD LOAD: 10 sf JOB ,ADDRESS: Braden it Braden AIA, PA Architects - Planners 41'1 S.E. Coconut Avenue Tel : (712) 287-8258 Fax : (112) 287-8283 E-mail: bradenaiagcomcast.net Stuart, FL 34`19L #AAC000032 Wynne Building Corp. Carlton 2 °i G R GtiTE Date Drawn : 12-21-IL Drawn by: C.C.U. Checked by: D.R-B. Revisions I Sheet I OF 5 Spanish Lakes St. Lucie County Florida Comm # I�-301 101 L 'FLOOR FLAN f CRASH SCALE 1/4" = i'-O" POST DETAIL TYPICAL NOTES: N.T,S. I. Contractor to verify ALL notes and dimensions prior to 36° high by 4° diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 1 steel plate) a minimum 1,400 P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. %' %° 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° ° 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 2% 1. ALL wood in contact with concrete shall be pressure treated. ° ° 8. ALL wall dimensions are nominal and not finished Wall or stud dimensions, 9. ALL plumbing fixtures to be low flow. 10, Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for ft2r2 handicap accessibility requirements. %;'`„ 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 I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with F.B.C. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C460, C1002, C1047,C1171, C1178, C1278, C1395, or C1396 and shall be Installed according to the following: (FBC R-102.3.5) Drywall Thickness Location Orientation Framing Member Man. spacing of fasteners Nail stung options for drywall into Spacing Maximum installation of wood framingmembers Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" lloong with 19/64" head O 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail �2 OR 0.080" dia. x 1 5/8" long with Walls Either I6" all I611 Direction 15/64" head OR Gypsum board nail 0,086" dia. 1" x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 12" 13ga 1 5/8" long with 19/L4" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler nail OR 0.00) T dia. xx 1/8" long with Walls Either I6" g'- IL" Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3AC tap -con with 1 1/2" penetration at 6" o.c, max. from each corner and 20." o.c. max thereafter at head per product approval Use 3AC tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sell per product ap�prt 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A137.1 20, Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels In shower areas. 21. Insulation including facings such i9s 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 accompany inAsmoke developed index not to exceed 450 when tested in accordance with STM E 84, Insulation shall comply with F.B.C. R316. Union Corrugating Co. 26 ga. 5V crimp metal Poofrn99 FLU; 1211.4 Attach roofing to deck using 99 x I.S" wood screws with washer Per Approval over 30 Ib felt underlayment installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin cape with 1 1/4" ring shank nails spaced 6" o.c.. at, laps and two stagggered rows 12" o.c. in field. Roof deck to be 19/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 par Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2" Walla ( 24" o.c.) supporting Max. 4 �//// 18lo .lobs. uplift Aluminum Drip — Edge d Fascia 2" x C Sub -Fascia Kagcan full c vent vinyl soffit rrmtallei using 1/8" dia shank x 15" long gals. roofing nails with 3/8" din. head per product approval — see chart sheet #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap — at each filled cell Grade T"rFICAL Wood Base SECTION PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses —1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips a% 14" o.c. with R4.1 Pi -roil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...> Fill cell with concrete and (U #5 bar vert. (typical). -Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"xL" 410/10 WWM on 6 and Visqueen over / clean compacted termite treated fill Masonry Beam D11ro AREA CALCULATIONS Living A/C = 1'ei sq. ft. Front Porch = 153 sq. ft. Rear Porch = 1% sq. ft. Garage = 321 sq. ft. Total Under Roof= 2,124 sq. ft. 2" VTR JAL I I I 21' VTR Master/ I J;L Bath 1 i 2•hr1 2" U I Lev Le q• 2" VTR W.C. JIL 2• �• 3" % Shur. Kit. sink I Kitchen 2 I I Lev. 3" W.C. Bath #2 Shur. 3" C.O. To Septic FLUMBiNG RISER I" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment \ fixed door sliding door Masonry Wall71 Bottom Track Typical Flooring Jill Install SGD thru buck into block with 3/16" tap -con with S l l d i n g Door D t a l l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb wlndow Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%"x 5'-3%8" 54%8"x L3i4" Single Hung ZONE 4 2, I'-2%s"x 5'-3%s" 15" x 63i;' Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 1 21%11x 385s" Single Hung ZONE 4 4. 4'-5%"x 4`2 1 54%"x 54Ye" Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint and mullions per elevatlonS. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 4'-8" 41 %;k 83%' Fiberglass Panel — Inswing ZONE 4 C L'—O" X L'-8" 14" x 81 �,' of ncew"m Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core — Wood — 6—Panel —Bi—Fold Finished 24" x 81 %2" E 2'—L" X 6'—B" Solid Core — Wood — 6—Panel F 5'-0" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core — Wood — 6—Panel J 2'-4" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold K 2'-8" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction a 36'-O" 2" 0'-O" 1 0'-O" O EGRESS O O - 1 O 12 x 12" concrete column block filled with concrete and (2) #i bars vert. tied into lintels above Covered Porch 12'-8° O 00 o a oa o 00 M,4STER ° _ 8'-O" to 9'-B" A.F.F. BEDROOM U KER t" V suit d Cell n9 8'-O" A,F.F. m W G E 4 T Flat Ceiling CO O 1M ❑ I ® _o -' o I Rod Shelf N r I anitg to be r I rn I high high H.B. ❑ � I � I N 8'-0" to 9'-8" 4.F.r. 2" x 6" knee -wall Vaulted Ceilly below counter top V I O M rr ° DiNIN3 I CLOSET ROOM ` — — — Is, a a.F 8 Rod Sfielf H LINEN Co ❑ Q w Vanity to be I / \ T 4:fl B O 34 %2"high 1 � ❑ O in = 3'-Oa/4„ j9 Hi (h IWall ° O u g I ❑ I 3'-8" KIITCHENo N - —-I/2" — J �y — ZSver-hang — - Vent throug rger wall 8'-O" A.F.F. H ° ° Flat Ceding D 6'-0" I O 10'-2" -0" Upper cabinets to ? extend over Ref. w BATH Qana Re 2° fdler(N — — ie v� apon aLoj ji O Rod t Shelf (Y © H —II Bet Insulation ,N 1 4"0 Steel Ballard r W '� I ,$ see detail on this sheetLn n O- O r 22" x 4'_1 Provide auto Q 8 Attic Access closer Q --- 8'-0" A.F.F. Q .. I with light I 22" L-----J Q O S Flat Ceiling -0a vN 3'-6" 60 4" e 150 m pDo ei Meter � tutu SECOND aTRG O BEDROOM Y GARAGE WE] T Flat Ceiling r Q — N ❑ EGRESS r o EQ I C 0 2 Block wall in garage to be struck block r 21coricrete 12" x 1column block filled COVER D I i p n with concrete rid (2) #1 bars vert. tied in o lintels above I I 6 � I lAr I ° 00 OO 00 00 2,_8„ 2,-8„ 3,_5„ 91-01 Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ambs and 20" c.c. max. Exterior race at head and sill per product approval Of wall ---\ \ Buck to be I" x 4" PT I"x4" P.T. Buck Waded to block with case hardened nails Detail at UJ I n d o w s prior to window attachment Braden t Braden AAA, FA ill -'.Architects - Planners 14" x 14" Concrete footing 411 S.E. Coconut Avenue with (2) 45 bars cost, and #5 transverse bars at 48" o.c.Tel : (•12) 28-8258 Fax (172) 287-8283 /B : bradenaia5comcast.net Scale : 1/2" = 1'-0" Stuart, FL 1 34994 UAAC000032 NTS 116nne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION GARAGE RIGHT Date Drawn 12-2-1-16 Drawn by: C.C.U. Checked by: D.R.B. Exterior face of wall --\ Attach buck to block wall with 114" dia. Elco cone screws with min. 1 1/4" penetration at 12" o.c. max and 4" max From each corner thru 2" x 6" PT Buck L)etail at L)oor Revisions crews thru jamb into buck ige and 15" o.c. max and prior to door attachment NTS Sheet I Comm # 2. 116-30 OF 5 2 3 4 4, 6 l 9 STRIUCTIJRAL MOTES: ALL FOOTING ARE DESIGNEE) 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. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS IO ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11. 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 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN, FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE Is. ATTENTION OF THE ARCHITECT. 16. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17 FOLAD/470N 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 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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 #5 bar Vert. at '48" o.c. max. Provide (1) Milled cell on each side Of openings upp to 5'-11" wide. Provide (2) filled cello On each side of openings from it — to '—II" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells of 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 7. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—l6 and A-35 SpeclflcatlonS. 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. tt5 bar Vert. w/SEE TYPICAL 30 overlap _,SECTIONS at each filled cell 4" concrete slab with fibermesh OR 6"x6" U10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL J SCALE 1/2" = I'-U" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per o foundation plan lo'. 12" DETAIL AT GARAGE 12" x 12" concrete column block filled with concrete and (2) 41 bare vert. tied into lintels above Top of footer W' below finished floor „71-A (2) tt5 bars cont. bottom steel TEPDOWN SCALE 1/2" = I'-0" Verify house slab height in fieid f—,301'x30"xl6" concrete column footing wlth (4) tt5 bars each way COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one #5 bar continuous GRADE-, \ SCALE: 1/4" = I'-O" 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 chemlcal soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 4" concrete slab with Fibermesh OR 6 x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap at each filled cell I SEE TYPICAL Adjust curb height 'cr- based on gar. floor 4" concrete slab with fibermesh OR slope. 6"x6" UIOAO WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated fill O'-O" ° F.F. Grade 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" �j GARAGE CURB DETAIL SCALE 1/2" = I'-O" 2" x 6" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKI= AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, FA Architects - Planners 10B 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (772) 287-8283 E-mail: bradenaiaScomcast.net Stuart. FL 34994 UAAC000032 u tl 36'-O" 12" ° + —— — — —— — — —— — 00 00 i 1 11 : 1 00 DO 4 Or------------ O L_ '� Imo^ J� I FI i° 0 o I — Rear Patio/Slab • r 1J1 to be poured separate I I 1�4 O from the house slab. -7 a 12'-8„ N Thicken footing to =r L 24"w x 14"d x 24"L FI I 1 under Filled cells - under girder bearing. 00 O Loil I I I° O O 00 I N or— — I — — — — — — — — — -- — ---- —J Rear Patio/Slab to I 0 I FI be flush with bottom of ° I sliding door recess. Slope 1/2" u M �F O ` 01 I 0 I FI I to be 1 Vanitg �gh-� 4" concrete slab With fibermesh OR 34 "�h�I H.B. OI 6"x6" 410/10 WWM on 6 mil Visqueen over 0 I clean compacted termite treated fill I FI I �I I O LALn °I I� I I H.B. T I I r W- 1 I 4"0 Steel Ballard I ®filled w/ Concrete I O � ' OIQ1�1 I 510 # r .E°0 uUSr 93(!aE I OI FI I I yE� I E s I PI r00n I ICE0 m�9 3 O iOr OI W I m\° SOLO I- I r-' OO u I LLI o�iO_ F51 I 3 � o- - ° x I� (L I x I 6" N 12'-6" T-2" I 0------F�-- rof---- for F6 JO _� a--Reces ° OO 00 Garage Dgor OD OO 2" x 12" concrete column block filled wi h concrete and (2) 47 bars vert. tied into lintels above 5,_4„ Wynne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida FOOTING SCHFHDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 3*5 BARS CONTINUOUS F 12"W DC 12"D MONOLITHIC FOOTING WITH (2) U5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH i #5 BAR CONTINUOUS 14"W x 14"D F5 With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® O'-O" GARAGE RIGHT Date Drawn 12-2Z-IL Drawn by: C.C.U. Checked by: D.R.B. Revisions Sheet 3, OF 6 Comm t I �-30 ROOF: SHEETfNIC; ATTACH�1PNT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 3, Minimum Sheathing Thickness 2" 19pp/32" CDX PI wood 4. Use �nfo boxsonathesenplI foe zoner3 stated pea�lit Ke Area Edge Field Fastener Pressure Zone I ro" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank 16 psf Zone 3 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure For root statea in permit Info box on these plans for zone 3 Concrete / Lintel Column V, with Plc' � Provide 45 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous beam block steel. \-� Provide 45 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar - . - Min. 8" Bearing 12"x 12" dumn Block Rebar Rebar ;7- D.1LMin. verlap to LInt�l ttachm�nt NTS Additional Precast Lintel . Lintel Bar Clear "A" #5 bars _`y CLEAR ength Length Span Bars Bars 2'-8" 1'-6" 2,#3 tune i 1 1 1 i 1 4'-O" 3'-10" 2'-8" 2A3 rone 8Fe-OBAT BF8-IB/IT 8F8-IB/2T Additional 4,_6„ 4'-4" 3'-2" 2,#3 none - tt5 bare ,�1 1.f.,v CLEAR '':�t)?:;:•<.One Row of "H" ' Block Above "', 5'-4" 5'-2" 4 -O 2,1*3 rone 5'-10" 5'-8" 4'-6" 2,#4 rone �. ,,•; r ,I Precast Lintel r ." .,• y 6'-6" 6'-4" 5'-4" 2.94 rone Additional " �'-O" 6'-2" 2,#5 rone tt5 bars t---- „i BFIL-IB/IT BFIL-IB/2'r „ T'-10" T-O" 2,95 none NOTES: I, min. coverage of steel-LS' ALL rernforsing steel Is grade 6O_ 2. min, bearing required a ea. end=8" - 3. standard for reinr. steel-ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) L'IV T—V IV —b I oro—lu" I .._ tt5 — 2 #5 1533 1183 401 L90B 9'-O" 10'-4" BFI4-8/217 ONE I LI00 10'-O" II'-4" 811 I tt5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BFIL-IB/2T ONE I tt5 2 #5 13LL 1028 452 L120 12'-0" 13'-4" _BPS-IB/2T I tt5 2 #5 471 '128 324 L120B 12'-0" IV-4" BFIL-6/2T ONE I tt5 2 #5 1015 110 324 L140 1 14'-O" 15'-4" BFIL-IS/2T ONE I #5 2 #5 1250 409 259 LILO IL'-O" li'-4" 8F8-IB/2T I #5 2 #5 300 1 192 194 LILOB I IC -ON I-'-4" BFI4-8/2T I ONE I #5 2 #5 950 1 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO Bl!-t PRESTRESSED. Provide PT Buck attached per jamb letails into filled c, 4" Pre -cast SIII l oured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in Filled cell. Tie filled cell steel into continuous footer steel. Poured Concrete or concrete block wall Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max.nto pp g aX. (22) beam either wet set or in IOd Wads into truss. Add epoxy blocking with to 1810 Ibs. uplift ETA 20 truss leg per detail on this sheet PAN a Anchors Per :oers Specs 1/4"Max. CBS WALL Scale: 1/2" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5' nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss /l Poured Concrete / concrete block wall \\L Concrete Anchors Per Manufacturers Specs 3LOCKING DETAIL DER STRAFFING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T g,pe 2 felt paper using Bid nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field - and edges with IOd ring shank nails into studs. Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 7271A Attach roofing to deck using #9 x I.$" wood screws with washer Per Approval over 30 lb felt underlayment Installed with min. 4" side laps and 6" end laps fastened with corrosion resistant tin— cap: with 1 1/4" ring shank nails spaced 6" o.c. at, laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank falls per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf 12 _ Simpeon HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) sup orting Max. 18101bs. uplift Aluminum Drip _ Edge t Fascia 2" x 6" Sub-F using va" dia snanK x I.Z IV roofing nails with 3/8" din, he product approval - see chart 12' x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied into linteis above thicken edge to 8"x8" with concrete and one as bar continuous BEYOND Top of footer IL" below finished floor J Aluminum Drip - Edge t Fascia Flash and Counter flash Nail ledger to ...kl- —A TLalcal Section Aluminum Panel Sizes per manufacturer - 5ee Typ cal Stud Detal v 1/8" x 3/32" wing Nut w/ v appropriate washor and spacing per manufacturer's Detatla ` a 3 Mounted Shutter Detall Stud Detail Stud e/ Die Cast Zinc NT9 Nmkel Plated ling Nut Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss W l0 (0 L , 1nL Q IJ (L =3 WEE I W 6 W oN O Z N U CA Q W ~� W 1< z LLI � o 11 N Brace Gable end with 2" x 4" SYP tt2 min. 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEE�D WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass Q `in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete .and 11) #5 bar cont. in each row. Substitute precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 16" o.c. with R4.1 PI-foll insulation on typical 8" Block walls U) N � X L L i N � � N +� nL a CL =L N N ti c o (3 � N Q — E C ; N u N 3 L O N LU X N , o [p R v i) All drywall to be installed per FBC 9102.3.1 and ahall meet all pertaining ASTM codes. ETA 20 Mortar to be Type 'M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC R1601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ROOF F L % (1)#5 bar Vert. (typical).J—t I � -Max. spacing shall not exceed e Foundation plan notes For unless otherwise noted se — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET see spacing at openings — ROOF PITCH AT -{:12 UNLESS OTHERWISE NOTED ON THIS SHEET 1 410/10 WWM on 6 mil 4° concrete Slab with esh — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER l Visqueer over /clean compacted termite treated fell — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION t Front Porch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE C_—ice. _ i /,),, — 1,_n" FORM BOARD SURVEY TO TRUSS COMPANY PRiOR TO TRUSS CONSTRUCTION TJ LN LI00 1.100 LLO BI BI 151 LI L90 B uu N 0 N BI W LOZ�Z I I 12 L45 1 SLOPE 14 L� I ZZ2„ 12 E� '4 SLO E I I tn�Wl (V UI I I 77 W I I BI L31 ' 45 N Union Corrugating Co. 26 ga. 5V crimp metal roof) al i Xo wood screws with washer Per Approval over 30 Ib f It underlayment installed with min. 4" side laps N ns In i caps with 1 1/4" ring shank nails spaced C or � .� at all laps and two staered rows 12" o.c. in field. -� Roof deck to be 19/32gggCOX plywood nailed to a attachment detail on roof plan uJ Max allowable uplift = 85.8 oaf O N � N(o00 I T BI E — tf) UN 22" x 54" Attic Access light I SLOPE 4 - with I I AH 5WE BI I I T2)2) 8'-0" MAX. 1 mN IN TT 1 I 1 I Z I I I p I I I I i I BI L31 ' I m I BI I BI I I I BI L45 W I BI 0. 50 Si h [CaneanG son ET4 r a 20 eachtrU4 N O fj B1 ( 24" c.) uppo ting lax. 1 18B110 Ibs, u lift tr B1 BI BI LI210 L90 L908 Bradent Braden ,AIA, FA W6nne Building Corp. Date Drawn : Revisions : Sheet Comm # Architects - Planners Coconut Avenue Q p� C a r l t On 2 I I GARAGE RIGHT Drawn by: DrawnS.E. '( "�• Telel (712) 281-8258 C.C.U. ' Fax : (112) 28-1-8283 E-mail: bradenaia°comcast,.net Spanish Lakes St. Lucie County Florida Checked bg: Stuart. FL 349% #AACO00032 0.R.S. OF 5 PANEL "A" Poles BR Load wire Description girt# girt# Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 G Range #4 12.0 kw 5o 2 7 g 1 20 1.8 kw #12 Pump 9 10 Driiier #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 it. Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n 18 Racepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Racepts #12 20 1 1 20 1.2 kw #12 Clothes washer 21 22 Racepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw #12 25 24 Recepts 912 20 1 1 20 L92 kw #12 27 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 I 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 3r 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3. _watts sq. ft) Small Appliance. Circwt(s) . .. ..... ........ ........ ...... ... Range ............................................... ......... Refrigerator ..... Microwave .Dish.W.asher.................................... ................ .. :._ .............1 Clothes..Washer. ..... . ............................ . .. _ ...... Clothes.,Dryer................................... .. ......... Water Heater Water Pump .........._.......................:......... ....... Garage Door Opener ........................... 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 1,200 1,200 1 1,500 1.500 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts SI00% 1 10,000 10,000 Remainder 21,415 540% 1 O 10,966 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided bg Voltage = Tote) Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend Cj Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed PB Push Button Switch _-C�- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Wall Mounted Light =E) Waterproof ground fault circult Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack FE-ml Carbon Monoxide Detector Flood Light Q Thermostat Electrical Panel © Central Vac r"i Electrical Meter ® Smoke Detector Ceiling fan © Television Jack yTelephone Jack AC DISG A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up Q Intercom Electric Notes: H.B. Vent thru__ Sofflt _ PATIO/SLAB I C�kE4T ROOM I 163 CFM Center I I Registe�ia on ceiling fin iL3 CFM IOxlOxl 141........., - OxlOxl -- ' DIV\G ROOM �w --- - 18 x4 fi?i f' BATe �in�c J T I I I I �Y/ I I I 83 CFM 12x4x1 I Lam_ 1 I SECOND BEDROCJM I 2xl x8 I � I = Balanced A r B/A 1J = THERMOSTAT LOCATION O 12„ 110 CFM 12x8x8 M STER B DROOM 110 CFM 12xex8 12x12x9 B/A r a r a i�� --- - ----- � ILJ ICJ - - - - 12B?A 0 I i � " I 10" aanQ K e ILO CI z q ?Attic Access with light COVERED PORCH MECH,4NIC4L L4YOUT SCALE: 1/4" = I'-O" I. 2. Use copper were only, no aluminum. Provide and wire all required smoke detectors. I1. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed 1n S. ALL bath and kitchen receptacles to be GFI protected. proper working order. 6. ALL exterior outlets to be WP/GFI protected. 18. All work shall be done 1n accordance with the N.E.C. and 1. Recessed cans to be installed per NFPA requirements. shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C Refrigerant lines that are thru slabs must be 19. The electrical s stem shall be comp letel and effective) run sleeved in PVC grounded as required b9 the latestedition of the N.E.C. 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 shallbe fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected by others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed 1n or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-I" shall be installed in metal EMT charge and shall include replacements Or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RMIS02 2 21 M _5 BAT Soffit 6 10 150 Amp Panel d Meter GARAGz= r----------------- i I I I I I I I I I I I I 1 I I I I I I I I I I A/C disc. ISO FAMP tt2/O Aluminum feed I %" Conduit EL me AHU 2" PVC ( FPL}� 2" rigid service FPL oa u5 #sont P Aa,1 n slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden ,AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-6258 Fax (712) 281-8283 E-mail: brad enaia5comcaot.net Stuart. FL 34996 UAAC000032 H.B. Exhaust Duct Thru Soffit - Wire For Front Post Light PATIO/SLAB Exhaust C Thru Soff 4" Exhaust Duct Thru Wall p. GFI Install der oulet un � ddisc. not shown for clarlty EL E CTF�fC/4L F) L /4N SCALE: 1/4" = 1'-01' Wynne Building Corp. Carlton 299 Spanish Lakes St. Lucie County Florida �Post Light with I Photo cell _Attic Venting Calculations FBC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit Date Drawn Revisions 12-21-I6 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Sheet E-1 OF 6 Comm # �-301 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. IULTIPLE PLY TRUSSES MUST BE ENED TOGETHER PER ENGINEERIN( BEFORE SETTING. REFER TO INEERING DRAWING TO DETERMINE IF MULTIPLE PLY. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS Ili upset=1/4" heel=315/16" PLUMB CUT END ` 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset--1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH An not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers - --- 0 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0r ON GENTER EXGEPT AS NOTED AIF2 I E=1R 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. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. AL I I I I ' 1 16-10" 1 5'4" I T-4" GARAGE LEFT DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 2, 14' I I I 1� q� \\\\\,ga,4 IN t1e INVERTED %- WEBS AT CENTER Wig, B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U �.����������o������.��\fit. •' 41�I�iI�P�I�I�� �t \ GRA FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTILTHIS AGREt9gENTISSIGNED' RETURNED The legal description of the property where the mruea will be Installed is: 711a.undersfined acknowledges and agree a. `'� 9. Tmaesa will be made In etrlG accordance with mle'russ placement diagram IeyoN, whlch,k the sole atMoltty for datermining sl ccxsaful fabdcetlon of me Wsees, 3. AD dlmerabns tat this layout have been verined by me undersigned. da'• 3'..unlees vrtltlsn notice lout by ceNned maA to Charttbers Trues within ten (70) ys or delvery the undersigned agrees that no badceharges.wa bs anowea. In ma event auoh written nonce la furnished Chambers Truss =,a have three (3) bueHeaa days In which to, begin repairs required, or to substitute other Wasss, at Chambers tip 4,,The undersigned sclmowletlges rooelpt of'BC311-03• to sheaf by TPI6 WrCA • 4,.belNery la to Jeb aNa it k me 0uy r' reep'c!'Jty to make the Job aha aunable for tleh6ay. Chamber Trust has the Bole authority te determine the suitability of the Job slte oy a iiortldn orme Job she for deihrery. Chambers Tens v3 be responsible for dump d8gva y only. The buyer Is responsible for additional delivery expenses N Chrmbere Trues has to redeliver because Job one knot prepared for d,14 or btryar la not prepared for delivery of trusses. Buyi®le rosponelbla to Chambers Truss for towing costs due to site mndraona ';*_9i ?dc++N mom In paragraph 7 below la eubJeet to C nge N a:ry changes are, made h Ihla leyouf. A ESO per howie. for revlabns may l charged by Chambers Trust. ' .E IOB k e PURCHASE ORDER to Chambere, Tons of ttra sum agreed to, or N npi ipg. nt a reasonabte plea Invoke tow be metle on delivery and Patti wlt�N terms of n ontl0livery. Invoice may be made at scheduled date bf delivery N buyer cannot accept .'fligyery'of fabricated tosses. The undersigned agrees to pay Chambers.TNes reasonable eacmey's fee for oonectitme In event of payment not timely made. MR % per month solvlce 'ahirgi will be added for all sums not paid within terms, 8: Signature or Initlak arty C on thle sheet constitutes epreement to an tams herein. In ionelderatlon of Chamber Tnlss extending a'edN for mla material the undersigned . pneondWonelly guarantees payment when due of any ant all Indebtedness owed to Clambers Two by erry entity receiving material and the undersigned agrees to pay such Indebtedness Including ettpmeyc fees, N default in payment for material be made by the reciplent. • 10. In the event of any litigation concerning this agreement, the items furnished hereunder ,or payments referred to herein, the. parties agree that the sole venue (or any such action will beBalht Hide County, Florida. i y11•0e0nn responslbnPoes are par "National Standard And Recommended Guidelines On 'Radponerblllties For Construction Using Metal plate Connected Wood Trustee FSVTPINVTCA 4-2D02" AP5uan `. ; • 'rMbItlple ply trusses must be fastened together per engineering -,,$4ore they are see, failure to do so can result In roof collapse.' to6orary and permanent bracing are required and can save life -�xand properly and Is the rtisponsiblllty of the truss erector. S' 4Wi.>. the contents of the infDrmatlon picket Included on dellirery a'Y before setting trusses, ;tws�Tl4mses rtttrstbettetand blacedpardelit{)ntgP�ntad�YS?�9s Trusses must be not plumb and square t)o hotbat bunks or stack of plywood, rooting material or any ether cdboentrated loads on trusses, this can cause collapse. F;:'!-USDO NOT SET TRUSSES USING THIS LAYOUT E LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES ;':;-CHAMBERS TRUSSINC ' 3105 Oleander Avenue i;• s:.:. ' Fort Plerce; Florida 34982.6423 800-551-5932 {I"i°djrtPierce 772485-2012 Fax 772-4654711 f �►gro Beach 772-569.2012 Stuart ' 772-2863302 !t13x.d' Web Site! CHAMBERSTRUSS,CGM The Architect's or Architect's represents shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsil for checking field measurements an other construction criteria. Architeci approval covers general roof shape, review of truss strapping, and loading structure from gr ity and lift loads , their yes tiver to do s. Approved By: I Z Date:__ 92.0/93.2 MITEK 4.2 Braden 8 Bratlen. I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restrainin Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the,+ building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. ry Chambers Truss Inc. Drawing Name: M11412 W Scale: 1 /4 = 1' 73 total trusses, 14 different trusses. M14: RLC ACAD: RLC Reviewed By:—O—chorY7i — Date:11/14/16 U) FOR I I I I WYNNE DEVELOPMENT CORP. 11' 6• I 3' 4" I s' 4" I 15'-10" I DESCRIPTION: GARAGE RIGHT CARLTON 299 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 14 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 �� g'y A Al A2