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8„ ffL, <br /> OPP. <br /> 1/4" 4„ FASTENING SCHEDULE <br /> I WOOD FRAMED WALLS <br /> N 7/8DIA." 2 114 (8 NUT w/ 1 1/2" DIA. ) <br /> HD END POST 1/4" DIA. x 1 1/2" (2)0.131"x 3" NAILS FOR 2x4 WALLS <br /> (2)2x DF#2 STUDS SDS SCREWS WOOD STUDS TO TOP& BOTTOM PLATES <br /> 11 WASHER <br /> 1/g 4311/ <br /> 1 1/ (3)0.131"x 3" NAILS FOR 2x6 WALLS <br /> 4" 2 1/4" 4" 4x4 DF#2 WOOD FILLER B 2x DF#2 P.T. DTT2Z w/ (2)0.131"x 3" NAILS @ 16" O.C. FOR 2x4 WALLS <br /> BOTTOM PLATES 1/2" DIA. x 7 1/2" DOUBLE TOP PLATES <br /> 3/16" 2" CONNECTION PLATE 2" � ao 1/2" DIA. WELDABLE TITEN HD SCREW (3)0.131"x 3" NAILS @ 16" O.C. FOR 2x6 WALLS <br /> 3/4" DIA. M "' N THREADED RODS 8"THICK <br /> 8"x 4"x 1/2" PLATE w/ WELDED TO HSS CAP INTERIOR WALLS SHEATHING (BOTH SIDES) 0.131"x 2" @ 6"O.0 EDGES 12"O.C. FIELD <br /> (2)7/8" DIA. HOLES BOLT TYP. CONCRETE SLAB <br /> BEAM @ 24" O.C. MAX GABLE END WALLS SHEATHING (BOTH SIDES) 0.131"x 2" @ 6"O.0 EDGES 12"O.C. FIELD <br /> _ T.O. MASONRY #12 SELF TAPPING SCREWS CONFORMING TO ASTM C1513 OR <br /> BOTTOM PLATES TO CAP BEAM EQUAL @ 12"O.C. STAGGERED &WITHIN 4"OF ENDS (ENSURE <br /> CONNECTION NUT `0 PER PLAN FULL THREAD ENGAGEMENT) <br /> WELDED TO CAP BEAM I HSS 5 x 4 x 1/8 a WOOD FILLERS TO CAP BEAM 1/2"DIA.THREADED RODS w/NUTS&WASHERS-REFER TO DET.3/A-1.2 <br /> CAP BEAM ° � � ° <br /> W � � a° ° ROOF <br /> JI CAP BEAMS HSS 6 x 4 x 1/8 ANCHORS (SEE CAP BEAM PLAN) a ° a �a RAFTERS/LOOKOUTS TO TOP PLATES & BEAMS (1)SIMPSON H1 TIE/(1)SIMPSON H5 @ END CONDITIONS - U.N.O. <br /> w/7/8" DIA. HOLE FOR BOLT I 3"x 3"x 3/16" STEEL PLATE <br /> WELDED TO END OF 24" LONG#4 a a RAFTERS TO WOOD FILLER (1)SIMPSON H1 TIE- U.N.O. <br /> REBAR(ASTM A706)w/3/16" ° <br /> LOOKOUTS TO RAFTERS (3)0.131"x 3" NAILS, END GRAIN OR TOE NAILED <br /> B 1„ I 4„ FILLET WELD ALL AROUND <br /> SHEATHING TO RAFTERS 0.131"x 2.5"NAILS @ 6"O.C. EDGE, 12"O.C. FIELD&11"O.C.@ OVERHANGS <br /> EAVE SUB-FASCIA TO RAFTERS (3)0.131"x 3" END GRAIN NAILS <br /> i"2 ` MODLINE CAP BEAM CONNECTOR i"3` WOOD FILLER CONNECTION DET. i 4` TYP. HOLD DOWN DETAIL <br /> SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"-1'-0" �A-1.2) SCALE: 1 1/2"=1'-0" CAP BEAM NOTES: <br /> A-1.2� A-1.2� — <br /> \ \ \ #1. ALL HSS CAP BEAMS OVER BUILDING EXTERIOR PERIMETER WALLS SHALL BE INSTALLED WITH INSIDE FACE OF <br /> CAP BEAM ALIGNED WITH INSIDE FACE OF C.M.0 BLOCK WALLS. <br /> 1 2 #2. ALL STEEL INTERSECTIONS ARE TO BE WELDED w/ 1/8" CONTINUOUS WELD. <br /> 19'-6"OVERALL #3. ADJUST CAP BEAM ANCHORS ACCORDINGLY IF LANDED ON DOOR OPENINGS. ANCHORS NOT TO EXCEED 32" <br /> O.C. SPACING. <br /> 1" 1" <br /> APPROVED <br /> By RADM a CA NOTE: <br /> Deparbnent of Hagg SD SHEET REFERENCED HEREIN CONTAIN PROPRIETARY INFORMATION AND <br /> and Gmumity THEREFORE ARE NOT AN INTEGRAL PART OF THE PLANS. SD SHEETS SHALL BE UTILIZED <br /> A DeveloPt approved FOR ENGINEERING PURPOSES AND INTERNAL USE ONLY. <br /> A-1.1 <br /> PJP TYP. third party design <br /> TOP &CORNER approval agency <br /> HSS 5 x 4 x 1/4 DM 20272 <br /> APPROVAL EXFMIKN <br /> II <br /> TE nATE <br /> FApr 6,2020 Ai 312021 O <br /> TYP. 1/8 JI APPROVAL NO. O <br /> 1/2" DIA. x 5 1/2"WELDABLE W14150 <br /> N <br /> THREADED RODS WELDED I Cfl <br /> TO CAP BEAM @ 24" O.C. <br /> MAX-TYP. SEE DET. 3/A-1.2 <br /> •d�� O <br /> (2)2x6 DF#2 <br /> ro TOP PLATES LSTA15 STRAP @ TOP LSTA15 STRAP @ TOP r <br /> L J �// <br /> (2)#12 WOOD 5 1/2"x 7 1/2" 5 1/2"x 7 1/2" GLU-LAM BEAM <br /> SCREWS TO GLU-LAM BEAM z <br /> GLU-LAM BEAM A SHAPED 4x4 DF#2 W <br /> x x WOOD TOP PLATE <br /> o/2x4 DF#2 WOOD <br /> o x x LSTA12 STRAP TOP PLATE <br /> 0 `O LO (1) EACH SIDE <br /> U) co &(1)@TOP U <br /> = oL = TOTAL OF 3 — — — 0 <br /> z <br /> A- .1 I I <br /> II O <br /> (2)#12 WOOD <br /> SCREWS TO U <br /> ro END HD POST: END HD POST: CAP BEAM GLU-LAM BEAM <br /> L (2)2x6 DF#2 STUDS (2)2x4 DF#2 STUDS J CONNECTOR SHAPED 4x4 DF#2 WOOD EACH SIDE <br /> w/TIE DOWN -TYP. w/TIE DOWN TYP. OF 2 TOP PLATE o/2x4 DF#2 =_ <br /> @ 4 LOCATIONS SEE DET. 2/A-1.2 WOOD TOP PLATE <br /> 6x6 DF#2 HEADER <br /> 2x4 DF#2 FURRING z <br /> __ STUD FASTEN TO <br /> < ro h @ 6'-8"A.F.F. , -- O <br /> W L J <br /> POST w/#12 WOOD <br /> B 6x6 DF#2 POST SCREWS @ 6"O.C. t t <br /> o r � <br /> N L of <br /> 2x6 DF#2 STUD 4x6 DF#2 POST 4x6 DF#2 POST <br /> CAP BEAM BEAM POST SUPPORT: FASTEN TO POST c° FASTEN TO C.M.U. FASTEN TO C.M.U. <br /> ANCHORS 6x6 DF#2 w/2x6 DF#2 w/#12 WOOD o WALL w/ 1/4"x 5" WALL w/ 1/4"x 5" <br /> @ 32" O.C. STUD w/TIE DOWN SCREWS @ 6" O.C. �' SIMPSON HD == SIMPSON HD <br /> r MAX. -TYP. o SCREWS @ 8" O.C. SCREWS @ 8"O.C. <br /> L J <br /> I � <br /> I I U <br /> I <br /> C14 5 1/2"x 7 1/2"GLU-LAM I 04 -- <br /> X BEAM (ABOVE) <br /> `" SLOPPED TO MATCH I G <br /> o � ROOF SLOPE Un <br /> � I U) SIMPSON BC60 SIMPSON BC460 -- DTT2Z w/ 1/2" DIA. fr� <br /> BASE PLATE BASE PLATE x 7 1/2"TITEN HD V <br /> SCREW z <br /> DTT2Z w/ (2)2x4 DF#2 P.T. STRUCTURAL ONLY <br /> 1/2" DIA. x 7 1/2" BOTTOM PLATES == SIMPSON BC460 Thlscediiiiationn'but-or tinnaldtoall na Allethermasistantters of cede Q <br /> ® ompliance including but not limited to allowable area,fire resistance,and <br /> r I 1 c egress are the responsibility of others. <br /> TITEN HD BASE PLATE <br /> SCREW <br /> I I <br /> (2)2x6 (2)2x4 DF#2 P.T. m <br /> -- BOTTOM PLATES z <br /> II I DF#2 P.T. Q�DFESS/p� <br /> BEAM POST SUPPORT: BOTTOM <br /> 4x6 DF#2 w/2x4 DF#2 <br /> \\ <br /> STUD w/TIE DOWN I PLATES ��`����G T�Moo��� C/) <br /> U) <br /> L I LI 0218 m W <br /> L 09-30-2020 U <br /> L J L°J ° L°J IL.- L J IL-11 L J <br /> _ _ L°J <br /> 4d <br /> C — — — — — HSS 5x4x1/4 — — — — — ° ° ° d ° ° ° ° ° ° ° ° ° a ° ° a ° 9T C/VIS-����P O <br /> Q ° c ° ° 4 <br /> ' ° UP CAL\ U <br /> 4 c ° 4 03/17/2020 <br /> NTA,Inc.,305 N Oakland Ave <br /> SECTION A Nappanee,Indiana 46550 <br /> These documents are applicable only to the elements and loading criteria .0especifically provided herein.These documents shall not be construed in any \111 <br /> 1 \ TOP O F THE WALL CAP BEAM PLAN /� GLU-LAM BEAM SUPPORTS DETAILS way to specify,certify or design any aspects of the building not contained <br /> herein.Specified design criteria are based solely on information provided by <br /> the client and must be verified and approved by the local authority having <br /> jurisdiction.NTA,Inc.is not responsible for fabrication or erection.Ifit is W <br /> I suspected that these documents have been modified,substituted or altered <br /> A-1.2 SCALE: 1/2" = 1'-0" ��A-1 2/ SCALE: 1" = 1'-0" <br /> in any way,contactInc.at 57 773-7975 to obtain a e copy. <br /> � / DO NOT SCALE-DIMENSIONS PRESIDE <br /> 24x36 SHEET=SCALE AS NOTED <br /> 11x17 SHEET=NTS <br /> a No. Description Date COPYRIGHT 2020, PUBLIC RESTROOM COMPANY THIS pUBUC PROJECT OWNER: PROJECT NAME AND LOCATION: SHEET TITLE: Drawn by: NS / EVE Job No. 10338B = <br /> CONSTRUCTION DOCUMENTS MATERIAL IS THE EXCLUSIVE PROPERTY OF PUBLIC RESTROOM Checked b KM <br /> o RESTROOM COMPANY AND SHALL NOT BE y N <br /> REPRODUCED, USED, OR DISCLOSED TO OTHERS RCOMPANY CITY of MANTECA NORTHGATE PARK - CONCESSION BUILDING TOP OF THE WALL CAP BEAM PLAN, A- 1 . 2 <br /> LL <br /> 03/16/2020 Building Better Places To Go. Current Date: 03/16/2020 <br /> EXCEPT AS AUTHORIZED BY THE WRITTEN 2587 Business Pkwy,Minden,NV 89423 Manteca, CA Manteca, CA FASTENING SCHEDULE & DETAILSQ <br /> PERMISSION OF PUBLIC RESTROOM COMPANY ph:8s8-8s8-2060 I Fax:888-888-1448 Start Date: 02/03/2020 z <br />