Laserfiche WebLink
1 2 3 4 5 <br /> AT(3)ROOF JOISTS (3)SETS OF DBL STUDS @ 16"oc SAFETY BEAM PER PLAN <br /> NEAREST TO SETS OF DBL CTRD ON BRACKET. PROVIDE A35 AT SIM(CONCRETE LEVELS),PLATE SHALL BE <br /> STUDS,PROVIDE A35 EA EA SIDE T&B OF E4CH SET OF STUDS. PROVIDE WASHERS AN EMBED PLATE AND THREADED STUDS Z <br /> JOIST TO TOP PLATES. BETWEEN NUT AND RIM ARE REPLACED WITH 1/2 X 6"HEADED STUDS. (g <br /> PANEL EDGE NAIL ROOF 1 1/2" <br /> SHEATHING TO THESE AND PIPE SLEEVE 1/4 3 � <br /> JOISTS. AND RIM,TYP <br /> BEARING pl 112 � <br /> FP511 BLOCKING IN ALL BAYS OF WALL, x 5 x 1'-0" <br /> PROVIDE A35 T&B EA END STEEL pl 1/2 x 10 x 2'-6"W/(2)ROWS OF <br /> OF EACH BLOCK. (4)1/2"diam THREADED STUDS @ 9"oc H AND 1301 First Avenue, Suite 301 <br /> 7"oc V. PROVIDE PIPE 3/4 STD PIPE SLEEVES Seattie, WA 98101 <br /> AROUND EACH BOLT;WELD PIPE SIEEVES <br /> — TO BACK OF pl. CENTER pl ON RIM. SEE http://www.ggto.com <br /> ELEVATOR SUBMITTAL FOR LOCATIONS OF PLATES. (1)BAY OF PANEL <br /> EDGE NAILED 2 x 8 <br /> PANEL EDGE NAIL SW — BLOCKING EA SIDE <br /> � SHEATHING TO BLOCKING — (2) 1/4 x 3 SDS SCREWS <br /> FACEpI SIM TO BRACKET CONN � @ 21/2"oc EA SIDE <br /> AT LOWER FLOORS. COUNTERSINK � „ D <br /> SEE ARCH L FOR INTERFACE OF GWB <br /> BOLTS TO REMAIN IN WALL. AND STEEL PLATE. P511 x 1'-0"BLKG. CASE I AND II: 2 x 8@ 16 ocALIGNED W/ <br /> STUDS BELOW. <br /> PANEL EDGE NAIL (2)ROWS OF(4) CASE III: 2 x 6@ 16"oc ALIGNED W/ � M I C H A E L N O U W E N S <br /> EXT SHTG TO BLKG .131 x 3"NAILS EA SIDE <br /> Q STUDSBELOW. � 1 Structural Consultants <br /> �t , 305 NW 178th Street <br /> � Shoreline, WA 98177 <br /> BRACKETS ABOVE L3 AND AT PENTHOUSE BRACKETS AT L3 AND BELOW CASE II: LTT19 @ 16"oC W/1/2"x 4"LAG michael@nouwens-structurai.com <br /> www.nouwens-structurai.com <br /> (2)KING AND(2}TRIMMER TO BLOCKING BELOW. <br /> STUOS EA SIDE AS SHOWN CASE I: CS16 x 3'-0"@ 16"oc. „ „ P 206.546.8446 <br /> CASE III: LTT19 @ 48 oc W/1/2 x 4"LAG <br /> CASE II: CS16 x 4'-0"@ 16"oc. TO BLOCKING BELOW. <br /> (SEE ELEVATOR SUBMITTAL FOR PLATE QUANTITIES AND LOCATIONS) (SEE ELEVATOR SUBMITTAL FOR PLATE QUANTITIES AND LOCATIONS) CASE III: CS16 x 3'-6"@ 48"oc. <br /> ON RIM. STRAPS VERTICALLY Q � � � <br /> ,� STEEL PLATE AT ELEVATOR RAIL BRACKET ELEVATOR SAFETY BEAM SUPPORT �, � � <br /> 3 FL111 BLKG AT LAG W/A35 EA FL111 BIKG AT LAG W/A35 EA � ;r, r„ <br /> SIDE EA END. WEB BLOCK i SIDE EA END TO WEB BLOCKED _ _ _ � I,,�O <br /> JOIST AT CLIP. Q JOIST. (OMIT THIS BLOCKING N � w <br /> I AT CASE I) � � � �w� � <br /> A34 EA END EACH BLOCK. CASE I ONLY: CS16 x 3'-0"@ 16"oc � Q x <br /> AT SHEARWALLS,PROVIDE � <br /> APA SHEATHING PER SW CANOPY STRUT PER PLAN 2�� ��' <br /> SCHEDULE(NOT SHOWN PLACED AGAINST APA <br /> DBL STUD WALL PER IN THIS DETAIL) WALI SHEATHING. <br /> U � s10iv�,L.� <br /> ARCH'L AT LEVEL 2 ---•- 5 <br /> AT CASE I AND II1,WHERE OPENINGS <br /> . j � 12-8-2017 <br /> 1 3/4 x 11 7/8 LSL BLOCKING <br /> BELOW EA WALL ABOVE. 51/4 x 91/2 PSL BLOCKING ALONG OCCUR,DO NOT EXTEND STRAP <br /> (WIDER MEMBER WHERE LENGTH OF CANOPY STRUT. BEIOW RIM. - I � PROJECT: <br /> REQ'D AT SHEARWALLS) i ANCHORS PER CALLOUTS <br /> 0 ON PLAN � Cocoon House Youth <br /> M SEE 10/S412 FOR � Center - Base Contract <br /> �,, CALLOUTS IN COMMON i CASE I AND 111: CONT 1 3/4"LSL RIM EXCEPT <br /> C AT OPENINGS(SEE PLAN NOTES AND PLAN <br /> CALLOUTS)AND AT SHEARWALLS(SEE SW <br /> (2)5/8"DIAM THRU-BOLTS SCHEDULE). <br /> IN FURTHEST NORTH BAY OF CASE II: CONT WEB BLOCKED TJI RIM TO <br /> 2 x 6 BLKG EA SIDE OF STUDS. PROVIDE(1)5/8"DIAM MATCH DEPTH OF TJI JOISTS. <br /> SHTG W/(2).131 x 3" 2 x 8@ 16"oc ABUT JOISTS OVER WALL AND THRU BOLT IN REMAINING <br /> NAILS @ 12"oc STUD WALL AT LEVEL 1 —�- PROVIDE WEB STIFFENERS EA SIDE STUD BAYS. � <br /> INTERCONNECTING. EA JOIST PER JOIST MFR. CRIPPLE STUD EA END OF � ALIGN CS AND LTT STRAPS WITH STUDS <br /> EACH BLOCK. CASE 1: L2 SOUTH ROOF <br /> CASE II: ROOF OVER MULTI-PURPOSE,KITCHEN, UNISEX BATHROOM <br /> CASE III: MAIN ROOF ABOVE L3 <br /> 2 Q <br /> PROJECT ADDRESS: <br /> 3530 COLBY AVE. <br /> APASHEATHINGTiOBOT DEMISING WALL TO 2x8 WALL BELOW CANOPY STRUT TO WALL BLOCKING ROOF PARAPET - PARALLEL TO JOISTS ; '� ROOF PARAPET - PERP TO JOISTS EVERETT, WA98201 <br /> EXTEND SLOPED JOISTS TO FAR OF WALL;NOTCH FOR R C� <br /> SIDE OF WALL AND PROVIDE PASSAGE OF SLOPED " " �'\ � O � <br /> CRIPPLE STUDS BELOW EA JOIST JOISTS. � <br /> � <br /> 1 1/2" OWNER: <br /> 3/8"PLATE W/(2)3/4"DIAM FRAMING DIRECTION COCOON HOUSE <br /> 2" A325-N BOLTS VARIES PER PIAN 2929 PINE STREET <br /> EVERETT, WA <br /> 1" <br /> 2x SLEEPERS PER ARCH'L. 12"SQR STEEL BASEpI 98201 <br /> II WEB S7IFFENER TAPER PER ARCH'L BY OTHERS. <br /> AT OVERHANG. r -� r � <br /> II PER ARCH'L I I I I <br /> �� <br /> o (2'-0"MAX) � � � � � � � � � � � <br /> I I I I ( I I I I I I I I � BASE CONTRACT PERMIT <br /> � r, � � � 5 12/08/2017 RESUBMITTAL <br /> U � FL311 BEAM EA SIDE � � � ( � � � � ( � � `l- � <br /> o RIPPED 2x10 BLKG W/ OF BLOCKING. � � I I I I I I I j o 2 10/09l2017 ADDENDUM 2 <br /> A35 @ 12"oc TO � � I � � � � � � I I � � � <br /> B E A M A B O V E. � � � � I I I I � I I I � '� <br /> 3 3/8"(VERIFY W/ARCH'L) I r _ _ _ _ _ _ � � _ o o _ � r _ _ _ _ _ _ 1 I � MARK DATE DESCRIPTION <br /> B 1 1!2"TYP. <br /> BEAM SIZES PER PLAN. FL39 BLOCKING � �- — — — — — — -� — — e — —� �- — — — — — — -� I REVlSIONS <br /> �14 CTRD ON BOLTS � _ _�- - I I I I <br /> WEB STIFFENER 1/2 x 3 EA SIDE 2 x 8@ 24 oc i r - - - - - - 1 <br /> @ 24"oc ONLY REQ'D BETWEEN <br /> �/ � �- - - - - - - -� � _ o o _ -i � - - - - - - � � <br /> NORTH END OF BEAM AND NORTH / AT NORTH END OF BEAM,REVISE PLATE TO I I I I I I I I I I I I <br /> W12 FRAMING INTO BEAM. —� L5 x 5 x 3/8 x 6"TALL. PROVIDE(2)A325-N BOLTS TO BEAM LTS12 STRAP I I I I ( I I I I I I I <br /> AS SHOWN AND PROVIDE(4)3/4"DIAM THRU-BOLTS EA JOlST TO 2 x 10 RIM ( I I I I I I I I I I I � <br /> @ 3"oc EW TO PSL RIM OVER SHEARWALL. BEAM ABOVE. ( � I I I I I I I I I I <br /> 2 x 8 CONT LEDGER W/(4).131 x 3"NAILS <br /> STEEL BEAM PER PLAN Q Q TO EACH STUD. I I I I I ( I I I I I I <br /> � � � � � � � � � � � � <br /> SECTION AT L2 GRID E STEEL BEAM STEEL BEAM TO STEEL BEAM 1 L2 CANOPY OVER NE ENTRY � � � � L J L J � � P�N � � <br /> 11 � <br /> 12 13 � <br /> o � � <br /> "' D 12/08/2017 BASE CONTRACT PERMIT <br /> DESIGN-BUILD ROOF ANCHOR AND RESUBMITTAL <br /> BASE BID AND BID ALTERNATE SCHEMES ARE SHOWN ATTACHMENT TO BLOCKING BY OTHERS. —� C 10/06/2017 PERMIT SET <br /> � ROOF FRAMING DESIGNED FOR B 09/22/2017 BASE CpNTRACT BID SET <br /> 5,000 Ib MAX ULTIMATE LOADING <br /> 2x JOISTS , <br /> TJI JOISTS PER PLAN g � (WITHOUT FRACTURE). <br /> A 08/25/2017 DESIGN DEVELOPMENT <br /> TJI JOISTS W �q MARK QATE DESCRIPTION <br /> PER PLAN PER PLAN a � <br /> (4) 1/2"diam THREADED RODS AND WASHER pl'S ISSUE INFORMATION <br /> PER ANCHOR MFR. VERIFY SIZE AND QUANTITY. <br /> OF EACH B OCK.R EA END I I I I PROJECT NO.: 2016030.00 <br /> PRINCIPAL IN CHARGE: <br /> PROJECT MANAGER: Michael Nouwens <br /> ~ OWNER APPROVAL: <br /> W <br /> A � � <br /> PANEL EDGE NAILED 2x4 BLKG IN(8) ~ <br /> AT BEAM ENDS,PROVIDE HTS30 STRAP EA.SIDE OF 2�_0�� LOCATIONS. ALIGN W/THRU-BOLTS. � SHEET TITLE <br /> TJI BLOCKING 3 1i2"CONT PSL RIM BEAM TO SINGLE STUD BELOW. FROM THESE LEVEL FIT BLKG MEMBERS SNUG AGAINST � <br /> 3 STUDS TO ALIGNED LEVEL 2 STUD BELOW, FRAMING. BLKG PARALLEL TO w FRAMING <br /> BEVELED UPPER BEVELED UPPER PROVIDE CS16 x 48"STRAP. JOISTS SHALL BE 2'-0"LONG. a DETAI LS <br /> TOP PLATE TOP PLATE <br /> SECTION ~ <br /> V <br /> � <br /> ~ SHEET N0. <br /> Z <br /> ���, MULTI-PURPOSE: GRID F ROOF SECTI�N � ROOF ANCHOR v <br /> 16 , 19 - W S-412 � <br /> � <br /> Q <br /> m COPYRIGHT MNSC.ALL RIGHTS RESERVED. <br /> ORIGINAI.SHEET SIZE IS 24"x36" <br /> � 2 3 4 <br /> 5 <br />