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HomeMy WebLinkAboutPLANS - 06-00364 - Airplane Hanger - Eric MossFABRICATED STEEL ROOFING 12 GAUGE E 1, I C, S S fla- 0.-1 P(�p LS' -e- 1 U)c o,4 L4, 356 -66©d -- O o a (-- FABRICATED STEEL SIDING 12 GAUGE FINISH GRAD RIGHT—SIDE ELEVATION SCALE: 1/4' = 1'-0' FABRICATED STEEL SIDING 12 GAUGE INISH GRADE LEFT—SIDE ELEVATION SCALE: 1/4' - 1'-0' FABRICATED STEEL ROOFING 12 GAUGE I eNb V P 7-3'3 S ��— PROJECT NAME : - NEW 351 -3620 CUSTOM AIRCRAFT HANGER DESIGNED FOR ERIC MOSS FRONT ELEVATION SCALE: 1/4' — 1'-0' FINISH GRADE REAR ELEVATION SCALE: 1/4' - 1'-0' FABRICATED STEEL SIDING 12 GAUGE INISH GRADE DRAWN BY ®® A+ DRS. NG AND DESIGNS. LLQ Dso NORTH zoo u T R RGA ID 83a PH: (20) 2OD-89J0 PUN NUMBER 105-102 12-06-2005 SHEET TITLE BUILDING ELEVATIONS SHEET E—B R A-106 SHEET 1 OF 3 — .R — — — — — — -�, �— — — ,l.— —t.J�h— 1 AIRPLANE HANGER 4" CONCRETE SLAB SLOPE CONIC. FLOOR TO DRAIN TO GARAGE DOOR I I BLOCK-OUT FOUNDATION WALL FOR DOORTYP. TOP OF FOOTING 96'-0' II TOP OF FOUNDATION 100'-0' 101 O 1 a o a HO—LD-DOWNN: N1 SIP STRONG TIE STHDB - INSTAyE[D AND NAILED AS PET{ OANUFACT�IRERS RECOMMENDATIONS FOOTING AND FOUNDATION PLAN SCALE: 1/4' = 1'-0' MAIN LEVEL PLAN SCALE: 1/4" = 1'-0" MAIN LEVEL LIVING AREA = 1167 SO. FT. GARAGE AREA = 527 SO. FT. O a PROJECT NAME• A NEW CUSTOM AIRCRAFT HANGER DESIGNED FOR ERIC MOSS 59111111111IRNAwn,. ' DISCLAIMER LABLED DIMENSION TAKE PRECIDENC° OVER USING SCALE ON DRAWING. CONTRACTOR TO VERIFY ALL CODES AND PRACTICES. p DRAWN BY ®®A �® piMIN6 M'D�DE4dlS LLB 3511 NORTH 200 FAST RDWRG. 10 N410 PH: (20) 200-8930 PIPI A 1205-10�z ISS 12-06-2005 SHE MAIN AND FOUNDATION PLAN SHE A-102 SHEET 2 OF 3 PROVIDE {4 0 DOWELS AT ALL INTERSECTION WALLS TIE DOWELS TO HORIZONTAL, REINFORCING - TYP. J �6' WIDE x 8' THICK ray FOOTING WITH Y ,,. 8' WIDE FOUNDATION 1 AIRPLANE HANGER 4" CONCRETE SLAB SLOPE CONIC. FLOOR TO DRAIN TO GARAGE DOOR I I BLOCK-OUT FOUNDATION WALL FOR DOORTYP. TOP OF FOOTING 96'-0' II TOP OF FOUNDATION 100'-0' 101 O 1 a o a HO—LD-DOWNN: N1 SIP STRONG TIE STHDB - INSTAyE[D AND NAILED AS PET{ OANUFACT�IRERS RECOMMENDATIONS FOOTING AND FOUNDATION PLAN SCALE: 1/4' = 1'-0' MAIN LEVEL PLAN SCALE: 1/4" = 1'-0" MAIN LEVEL LIVING AREA = 1167 SO. FT. GARAGE AREA = 527 SO. FT. O a PROJECT NAME• A NEW CUSTOM AIRCRAFT HANGER DESIGNED FOR ERIC MOSS 59111111111IRNAwn,. ' DISCLAIMER LABLED DIMENSION TAKE PRECIDENC° OVER USING SCALE ON DRAWING. CONTRACTOR TO VERIFY ALL CODES AND PRACTICES. p DRAWN BY ®®A �® piMIN6 M'D�DE4dlS LLB 3511 NORTH 200 FAST RDWRG. 10 N410 PH: (20) 200-8930 PIPI A 1205-10�z ISS 12-06-2005 SHE MAIN AND FOUNDATION PLAN SHE A-102 SHEET 2 OF 3 FINISH GRADE m( (2) ROWS OF CONTINUOUS— J4 REBAR - HORIZONTAL B' x 48' FOUNDATION WALL 96'-0' ELEVATION TOP OF FWM 9 ANCHOR BOLTS 48' o.c CONIC. GARAGE FLOOR REBAR AT 24' o/c MOM - rUPM CONTINUOUS IN FOOTING TYP. FOUNDATION WALL____o SCALE: 1/2' = 1'-0' TRUSS DESIGNED FOR 35/ SNOW LOAD & 80 MPH WIND O 2C O.C. 12 SEE ELEVATIONS— 3 TRUSS CLIPS AS PER TRUSS CALC'S 2X6 SUB -FASCIA BOARD 18' TYPICAL EXTERIOR FRAMING STEEL SIDING 1/2' WAFER BOARD WALL SHEATHING 2x6 STUDS AT 16' o.c. R--22 INSULATION 1/2' GYPSUM BOARD - TAPED & TEXTURED 7291 YPI IgC�� 1/2' ANCHOR BOLTS AT 48' o.c REDWOOD 2X SILL PLATE SILL SEALER INSULATION 96'-0' TYP. WALL SECTION SCALE: 1/2' = 1'-0' ROOF VENTS - AS REO'D BY CODE 1:150 VENTILATION REOUIRED BLOWN ATTIC INSULATION GYPSUM BOARD CEILING GYPSUM BOARD PROJECT NAME: A NEW CUSTOM AIRCRAFT HANGER DESIGNED FOR ERIC MOSS DRAWN BY d631® A® gUf W AND DESIGNS. LLC 380 N TR 200 EAST REx8UR0, 0 &IMO PH: (208) 200-89W 205-102 .ISSUE_DATE 12-06-2005 SHEET TInE NALL SECTION SHEET NUMBER A-103 SHEET 3 OF 3 �a USE GALVANIZED OR STAINLESS STEEL NAILS AT P.T. SILL PLATE FINISHED GRADE _ 6" STEM WALL ALTERNATE HOOKS WALL PER PLAN S4 0 16" o,c HORIZONTAL I /4 0 16' o.c. VERTICAL FOOTING PER PLAN In.—. I I - %' APA RATED ROOF SHEATHING DROP CHORD TRUSS OUTRIOGEN DETAIL 2X6 FACIA ED BY 8d COMMON NAILS 12" O.C. 0 NTERMEDIATE STUDS EDGE BLOCKING 0 HORIZ. JOINT NAIL EDGE PER EDGE NAILING IN SHEAR WALL SCHEDULE, STAGGERED NAIL SHEATHING PER EDGE NAILING IN SHEAR WALL SCHEDULE USE GALVANIZED NAILS AT PRESSURE TREATED WOOD FOUNDATION WALL SILL PLATE PER SHEAR WALL SCHEDULE SIMPSON EACH TRt SHEAR WALL IN THIS AREA I'I I I I 1.1 1 I I I I I I I I I I I — ---J,L——— — — — — — J ROOF SHEATHING NAIL ROOF SHEATHING TO BLOCKING w/ 8d 0 6' o.c. 2X VENTED BLOCKING 2X6 FACIA WALL SHEATHING NAILING PER SHEAR WALL SCHEDULE 2X6 EXTERIOR WALL RUQ ---------- I•I I I I'I t I.I 11'I I I•I,I I I.I I I'1 I I•I II I• I 1 --J.L--- --J.I I 1 I• • I I , I .I .I I I 1• I I I.I I I•I I I I•I ,I I I I I I'II•I I I �-- — —� --- 1-1----------- SH[As.. �A�AL AT END EDGE OF SHEAR WALL AND VERTICAL SHEATHING JOINTS, NAIL SHEATHING TO VERTICAL STUDS OR COLUMN PER EDGE NAILING IN SHEAR WALL SCHEDULE. STAGGER NAILING 0 EDGE HORIZ. JOINT IN WALL SHEATHING w W O C7 � Z M Q 00 O_ HOLDOWN WHERE REQUIRED. N ATTACH TO 2X OR 3X STUD (2 STUDS MINIMUM) AS PER MANUFACTURER'S RECOMMENDATION UO O :20_ O U DO X K LTJ Til a' ANCHOR BOLTS PER SHEAR WALL SCHEDULE. WITH D s An H6BDd 2x2x3/16" MIN. PLATE WASHERS mea" e Rr pan . An H Dnfir. Ewe Dale Rd.; 00610100 ,:*t Olnl Rek vs>rRa a 1 2 V Walls to hove 2' x 1' x 3/16' (minknum size) plate of each anchor bolt. n anchor bolt embedment shall be 7- a minimum o/ 2 anchor bolts per lamdotim plate r With we bolt located not more than 12' Or less than 7 meters hon each end of each plate member. Fc Rei 116' APA Rated sheathing, C -D Sheathing, Exposure 1 banded W/ih externa glue -me side o/ WoK Had (ex yes With 8d common nods at 6' o%. for hamhg s ' nominal Wldlh DF /1. Provide 1/2' diameter anchor F of 32' o% maxknum spacing at the foundation. Ions for Imotims and sizes of holdoWns. in ""i Falll All Fa ImijtN var� the rend .0. aa At sidl Rob CoA exd of E d On 16' Win MO. all ma W O W U M Z 03 a x o V) - t/l U O U m X fY W W d' 2 12 9eEle mdERu NOIES these general notes ore to be used as a supplement to the specifications and apply to oil structural conPments of the Mating and Imndofan. Any discrepancies found ammg the r droWings, the spechlcotiam; these general notes and the 1 site cmaklms shall be reported to the Engineer of Record, Who shall correct such discrepancy in Wrifing Any Work done by the contractor after discovery of such discrepancy, but prior to carectim of such discrepancy, shed be done Of the Contractors risk. the Cmtractor sholl verify and coordinate dfmmsfans ornery all droWings prior to proceeding With any War* or fabrication. the Contractor is responsible for all bracing and shoring during croslructim. A# Methods, motede/s, and Wakmonshfp shall conform to the 2003 /ntemotimcd Budding Code (IBC) as amended and adopted by the local budding outhaily • ) All reference to other Codes and Standards, (ACI, AVY. etc.) shall be /or the latest or most current edition available. OESMY Structural design has been performed per the structural provisions of the IBC 2003. pf=f LIVE LOAOS Roof (SnoW) = 35 PSF Balanced, 51.5 PSF unbalanced Flom = 40 PSF Seismic = Design Cot, D, Use Group /7 Waned Land = 90 MPH Wind speed; Exposure C,' Method 2 . SOILS BEARIN0 AlloWable sod pressure 1500 psf per IBC minimums swaiRAL cuVcR£TE CMNERAL All concrete shall meet the requirements of ACI -301• 'Specifications For Structural Concrete for Buildings. Prapatfming of Ingredients to each concrete mix shall be by Method 2 a the altemote procedure given In ACI -30f. Place concrete per ACI -304 and cmfam to ACI -604 (306) for cold Weather placement and ACI -605 (305) for hat Weather placement. Use inferior mechanical nbrotas With 7,000 RPM minimum frequency. Do not ovsr-vibrate. Cmcrefe shall be placed monolithically befWem construction or control pints. Protect all cmaete Iran premature dying, excessive hot Or cold temperature fa seven days alta ' I placing. SIRENGTH FWenty-eight day compressive strength shall be: 2500 psi. 5 1/2 sock mix. Slump: 4' 1 1 inch, Maximum Water/cement retia., 0.46 MA IERIALS i Cement: A57M 150, Type 1. 0 Course and fine aggregate: ASlll C33. L) J Wafer shall be clean and potable. AD.NIXRdtES Wofer reduckig admixture: ASN 0494. Admixtures shall be _J 1 1 used in exact accordance Wifh manufacturer's instructions. sE SynergLed performance systems Concrete using admixtures to produce 6oWable concrete may be used subpcl to Engineers opprorol 1 Air mlroinmant.• ASTM C260 and ASTM C494, Entrain 4R plus/minus f% by volume in as exposed concrete. — No other admixture permitted unless approved by the Engineer o. of Record. V Walls to hove 2' x 1' x 3/16' (minknum size) plate of each anchor bolt. n anchor bolt embedment shall be 7- a minimum o/ 2 anchor bolts per lamdotim plate r With we bolt located not more than 12' Or less than 7 meters hon each end of each plate member. Fc Rei 116' APA Rated sheathing, C -D Sheathing, Exposure 1 banded W/ih externa glue -me side o/ WoK Had (ex yes With 8d common nods at 6' o%. for hamhg s ' nominal Wldlh DF /1. Provide 1/2' diameter anchor F of 32' o% maxknum spacing at the foundation. Ions for Imotims and sizes of holdoWns. in ""i Falll All Fa ImijtN var� the rend .0. aa At sidl Rob CoA exd of E d On 16' Win MO. all ma W O W U M Z 03 a x o V) - t/l U O U m X fY W W d' 2 12 9eEle