WORK PLANS - Laserfiche WebLink

Home Browse Search

32HD END POST:(3) 2x6 WOOD STUDSw/ SIMPSON DTT2ZHSS 5x4x1/8 CROSSCAP BEAMHSS 5x4x1/4 CAPBEAM o/ EXT. WALL1/81/85"x10"x1/4" CONNECTOR PLATEw/ (6) 5/16" DIA HOLES FOR (6)1/4" DIA. x 2 1/2" SIMPSON SDSSCREWS.1/8A-5"1"2 1/2"2 1/2"10"1"1"1"5"x10"x1/4" CONNECTOR PLATEw/ (6) 5/16" DIA HOLES FOR (6)1/4" DIA. x 2 1/2" SIMPSON SDSSCREWS. (BEHIND)HSS 5x4x1/8 CROSSCAP BEAMSECTION A1/8(2) 2x6 DF#2 VERT. BACKING.PROVIDE 2x8 DF#2 STUD @EACH END (OFF GRID)7/16" O.S.B. SHEATHINGBOTH SIDES16d NAILS@ 8"O.C. - TYP.1"1 7/8"90°135°TYP. TRACK PROFILE2 7/8"O.D.TS 4 x 4 x 1/8 POST - TYP.CAP POST5'-6 1/2"4"4"6'-2 1/2"FORMED TRACK - TYP.CONCRETESLABEXTERIORWALLSLAB PERIMETERSTEEL ANGLE6x4x1 STEEL SHIM1/83/167'-8" 1'-8 3/4"8"CONCRETE SIDEWALK(BY OTHERS)POST FOOTING (BY PRC)4'-11 1/4" OVERALL HEIGHT 4'-8" PANEL HEIGHT 6'-0"1/2"2 1/2" 2 7/8" O.D.10 1/2"4 1/2"4 1/2"1/2"0.5" DIA. WEEP HOLES@ 21" O.C. (TYP. OF 3)BOTTOM TRACK ONLY0.438" DIA. HOLES @ 17.5" O.C.(TYP. OF 4 EA. END OF PANELS)~~HORIZ.SECTIONVERT. SECTIONHEADVERT. SECTIONBASEN.T.S.3"3"UTILITY CHASERESTROOM1"1 3/8"2x4 DF#1 STUDS @ 16" O.C.w/ 7/16" SHEATHING BOTHSIDES - SEE FASTENING SCHED.HSS 6 x 4 x 1/8 CAP BEAMT.O. MASONRYPER PLANANCHORS (SEE CAP BEAM PLAN)3" x 3" x 3/16" STEEL PLATE WELDED TOEND OF 24" LONG #4 REBAR (ASTM A706)w/ 3/16" FILLET WELD ALL AROUNDF.R.C.FINISH (PER PLAN,RESTROOMS ONLY)ENSHAPED 4x4 DF#1 TOP PLATE o/2x4 DF#1 TOP PLATE -SEE FASTENING SCHED.2x8 DF#2 RAFTERS5/8" SHEATHINGTOP & BOTTOMENEN2x4 DF#1 BOTTOM PLATE -SEE FASTENING SCHED.SIMPSON H1 TIE RAFTERSTO TOP PLATES2x8 DF#2 BLKG. ATTACHED TORAFTERS / LOOKOUTS w/ (2)16d NAILS @ EACH ENDROOFING o/ ICE & WATER SHIELD HT(FASTEN PER MANUF. INSTRUCTIONS)REFER TO SHT. A-2BNSHAPED TOP PLATE PROFILE(4x4 RIPPED IN HALF)3 1/2"1 1/4"2 1/8"1 1/4"3 1/2"2 1/8"UMPIRE/STAFF ROOM / STORAGERESTROOM1 3/8"ANCHORS (SEE CAP BEAM PLAN)3" x 3" x 3/16" STEEL PLATE WELDEDTO END OF 24" LONG #4 REBAR(ASTM A706) w/ 3/16" FILLETWELD ALL AROUNDT.O. MASONRY7'-4"HSS 5 x 4 x 1/8 CAP BEAMHSS RIDGE BEAMSUPPORT - SEE DET. 4/SD-1#8 SELF-TAPPINGSCREWS @ 6" O.C.#8 SELF-TAPPINGSCREWS @ 6" O.C.2x4 DF#1 STUDS @ 16" O.C.5/16" F.R.C. o/ 7/16" SHT.26 GA. STANDING SEAM MTL.PANEL OVER ICE & WATERSHIELD (FASTEN PANEL PERMANUF. RECOMMENDATION)ENBN16d NAILS @ 8" O.C.FLAT 2x6 DF#2BLOCKING o/ INT. WALL(2) 2x4 DF#1 TOP PLATES2x8 DF#2 RAFTERS@ 24" O.C.P.V.C. PANELSPVC PANELS o/ 71/6"SHEATHING5/8" SHEATHING5/8" O.S.B. TOP &3/4" PLYWOODBOTTOM SHEATHING2x4 P.T. FURRING STRIPS @ 16"O.C.w/ 3.5" RIGID INSUL. (R-22) &3/4" PLYWOOD SHTNG.ROOF INSULATION(PER PLAN)2SEE PLAN2x8 DF#2 BLOCKINGATTACHED TORAFTERS w/ (2) 16dNAILS @ EACH END2x8 DF#2 SUB FASCIAWRAPPED w/ 16 GA.FORMED STEEL0.131" x 2.5" NAILS@ 6" O.C. OR EQUIV.EACH SIDE26 GA. STANDING SEAM MTL.PANEL OVER ICE & WATERSHIELD (FASTEN PANEL PERMANUF. RECOMMENDATION)BNENENEN5/16" F.R.C. - TYP.METAL FLASHING2x8 DF#2 RAFTERREFER TO ROOFFRAMING PLANFIELD INSTALLEDINSULATIONPVC PANELS o/SHEATHING - TYP.P.V.C.PANELS - TYP.(2) 2x8 DF#1 TOP PLATES(2) 2x6 DF#2TOP PLATES2x6 DF#2 STUDS@ 16" O.C. w/ R-21KRAFT FACED BATTINSULATION (INT. SIDE& 7/16" SHEATHINGBOTH SIDES - SEEFASTENING SCHED.8" THICKCONCRETESLABSIMPSON GA2TIES @ 24" O.C.BNANCHOR @ 48" O.C. &4"-TO-12" FROM ENDS:1/2" F1554 GR 36 THREADED RODw/ HILTI HIT-HY 200 EPOXY (OR EQ.)4 1/2" MIN. EMBEDMENT w/ 3 x 3 x 1/4"STEEL WASHERS - TYP.(2) 2x6 P.T.SILL PLATE(2) 2x8 P.T.SILL PLATE1/4"2"2x8 DF#2 OR BETTER LOOKOUTS5/8" O.S.B. TOP & 3/4" PLYWOODBOTTOM SHEATHINGSIMPSON H1 TIE LOOKOUTSTO TOP PLATESROOF INSULATION(PER PLAN)2x8 DF#2 OR BETTER STUDS @16" O.C. w/ R-21 KRAFT FACEDBATT INSULATION (INT. SIDE &7/16" SHEATHING BOTHSIDES - SEE FASTENING SCHED.WALL BASESD-3P.R.C. STANDARD DETAILS5-Aug-21 4:36 PM THIS DOCUMENT CONTAINS PROPRIETARYINFORMATION AND THEREFORE SHALL NOTBE REPRODUCED, USED OR DISCLOSED TOOTHERS EXCEPT TO CONSULTANTSAUTHORIZED BY PUBLIC RESTROOMCOMPANY TO PROVIDE PROFESSIONALENGINEERING SERVICES.FOR INTERNAL USE ONLY1SD-32SD-33SD-3These documents are applicable only to the elements and loading criteriaspecifically provided herein. These documents shall not be construed in anyway to specify, certify or design any aspects of the building not containedherein. Specified design criteria are based solely on information provided bythe client and must be verified and approved by the local authority havingjurisdiction. ICC NTA, LLC is not responsible for fabrication or erection. If itis suspected that these documents have been modified, substituted or alteredin any way, contact ICC NTA, LLC at (574) 773-7975 to obtain a file copy.ICC NTA, LLC, 305 N Oakland AveNappanee, Indiana 46550STRUCTURAL ONLYThis certification is for structural design only. All other matters of codecompliance including but not limited to allowable area, fire resistance, andegress are the responsibility of others.Job No.Current Date:Drawn by:Checked by:COPYRIGHT 2021, PUBLIC RESTROOM COMPANY THISMATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLICRESTROOM COMPANY AND SHALL NOT BEREPRODUCED, USED, OR DISCLOSED TO OTHERSEXCEPT AS AUTHORIZED BY THE WRITTENPERMISSION OF PUBLIC RESTROOM COMPANY11005CITY of TRACYTracy, CANo.DescriptionDateStart Date:SHEET TITLE:PROJECT NAME AND LOCATION:PROJECT OWNER:06/08/2021DO NOT SCALE - DIMENSIONS PRESIDE24x36 SHEET = SCALE AS NOTED11x17 SHEET = NTSKMNS08/05/20212587 Business Pkwy, Minden, NV 89423Ph: 888-888-2060 Fax: 888-888-1448Building Better Places To Go.LEGACY FILEDS PHASE 1ETracy, CALEGACY FILEDS PHASE 1E - Tracy, CACONSTRUCTION DOCUMENTS08/05/2021CONSTRUCTION DOCUMENTS - 08/05/2021DEMISING WALL DETAILSCALE: 1 1/2"=1'-0"4SD-3METAL SIGHT SCREEN DETAILSSCALE: 3/4" = 1'-0"DEMISING WALL DETAILSCALE: 1 1/2"=1'-0"DEMISING WALL @ MODLINE DETAILSCALE: 1 1/2"=1'-0"5SD-3CROSS BRACE DETALSCALE: 1 1/2"=1'-0"08/09/2021NTA, Inc., 305 N Oakland AveNappanee, Indiana 46550R EG ISTER E D PROFESSIONALENGINEERE R I C J.TOMPOSCIVIL09-30-2022