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Plans (16) BU P2018-003 11 :.I ABBREVIATIONS: GENERAL STRUCTURAL NOTES: FRAMING LUMBER: STRUCTURAL OBSERVATION: t _ z R ; I 1 , _ w W J N .. STRUCTURAL ENGINEERS 3900 Cover Street Long Beach,CA 90808 562.985.3200 P • 562.985.1011 F Z g Voluntary a Seismic a ROOF FRAMING PLAN NOTES Strengthening 1. ALL CONSTRUCTION IS NEW UNLESS OTHERWISE NOTED AS EXISTING OR(E). EXISTING CONSTRUCTION IS AS SHOWN FADED.NEW CONSTRUCTION IS AS Oregon Business SHOWN SOLID AND IS REFERENCED BY DETAILS AND NOTES. Park 1 - Building #9 2. EXISTING CONDITIONS ARE AS SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. 16550 - 16578 DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE AS SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER SW 72nd AV e n u e PRIOR TOPROCEEDiNG. Tigard, OR 97224 •- 3. SEE GENERAL NOTES SHEET S1.0 FOR APPLICABLE NOTES REGARDING THE VARIOUS CONSTRUCTION ELEMENTS AS SHOWN ON PLAN. 4. INDICATES NEW STRENGTHENING ANCHORS,SEE SHEET S3.0 FOR • APPLICABLE STRENGTHENING DETAILS.FOR HOLDOWN ANCHOR INSTALLATION,SEE DETAIL 4 ON SHEET S3.0. 5. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION OF ANCHORS WITH • EXISTING CONDITIONS.WOOD SHIMS AND/OR ADDITIONAL WOOD MEMBERS AND CONNECTORS MAY BE REQUIRED IF EXISTING WOOD MEMBERS DO NOT LINE-UP. CONTACT ENGINEER IF OFFSET REQUIRING SHIMS IS GREATER THAN 2".IF OFFSET IS LESS THAN 2'PROVIDE 2x4 x8'-0"LONG SHIMS AS REQUIRED(MINIMUM).NAIL SHIMS TO WOOD ROOF MEMBERS WITH 2 ROWS OF 10d @ 4"0G. 6. DRILL BOLT HOLES WITH DRILLING JIG AS REQUIRED TO ENSURE HOLES ARE PERPENDICULAR TO FRAMING MEMBER. 7. SUB-PURLIN ANCHORS SHALL BE INSTALLED PER PLANS;HOWEVER,LOCATIONS AS SHOWN MAY NEED TO BE ADJUSTED TO PREVENT INTERFERENCE WITH EXISTING . • DUCTS,EQUIPMENT,ETC. NOTIFY ENGINEER PRIOR TO ADJUSTING LAYOUT. 8. VERIFY ALL PERTINENT DIMENSIONS AND POTENTIAL INTERFERENCES WITH MECHANICAL EQUIPMENT,PIPES,DUCTS,ETC.,PRIOR TO INSTALLATION OF ANCHORS.PROVIDE SHIMS AND/OR RELOCATE INTERFERENCES AS REQUIRED FOR • • INSTALLATION. 9 0 6 197-01/2 +a 4 0 0 0 . )r I 1 I 1 I 1 I 1 24'•91!4" 24'-7" 24'-7" 24'-7" 24'-7" � 24'-7" �� ,1, 24'7" 24'-91/4" 51/2" - I I I I I 151/2" • — I I I II I I I I I I I I I I I I I flTYP AT 6'-0"0C AM TYP AT MAX AT SUB GLB AS ®SHOWN AS 1 j, = ISSUE DATE: 10-26-2018 PURLINS SHOWN (Et 5112"CONI; A `-- I - :TILT-UP PANEL.TYP 1 r o®DESCRIPTION DATE I I 1.1 I( (] II I I I I (] 11 I I I I 1 i I I I I I I 1] II I I I I I I I I 11 1] I I 11 11 (] fa II II , BLDG DEPT SUBMITTAL 10-26-2018 I - a 11 11 11 11 .1 11 11 11 11 11 11 1.1 11 1: 11 I I .I 11 II II 11 11 11-11= . I 1 ! 1 ATEA = - PURLIN,AS 2x SUB PURLINS .- SHOWN ti:24'OC TYP-_.: (E)ROOF (E)NAIL (E)ROOF SHFATHING� w SHEATHING NOTE: ��, CONTRACTOR TO PROVIDE OWNER �� .4 (E)NAIL WITH ALTERNATE PRICING FOR 3118"x9" i,- -1.:l-- 19� ------ _ 24F-V4 GLULAM OR 3 112"x9 112` r-- LL=� I S IVH 1 VERSA-LAM 2.0{ESR-1040)BLOCKING IN 16d @ 6'OC, '' I, LIUE OF SAWN 4x BLOCKING. STAGG �, , ,iKsA _X_V)11 STRUCTURAL ENGINEERS 16d @ 6'OC, (E)SUB-PURLIN 3900 Cover Street STAGG �/ "x4.-_ -4x SISTER Long Beach, CA 90808 4x4 SISTER SIMPSON HDU2-SDS25 EA SIDE OF(E) 4x10 ADJ TO(E)SUB-PURLIN BTWN 562.985.3200 P SUB-PURLIN ASSEMBLY STAGGERED WALL&1ST PURLIN W/HU46 EA 562.985.101 I F (E)SUB-PURLIN (4 TOTAL)WI 5/8"0 FULLY THREADED END(CONN HANGER TO WALL W! , ROD(HO AT OPPOSITE FACE OF (121-114"0 x1 314"SIMP HEX HEAD SECTION B-B SUB-PURLIN SHOWN DASHED) -_- TITEN SCREWS).STITCH(E) SECTION A-A SCALE;1 1I2"=1'-0" SUB-PURLIN TO(N)4x W!16d @ 6" yy SCALE:1 112"=1'-0" (E)PLYWOOD 6"OC PER SECTION A-A`-- I TYP ------------' B SHEATHING----� \\ A / PROVIDE BLDG PAPER BTWN ---.--.,.- ._, - / 4x BLKG 8 CONC WALL PANEL / --4 _ �" I - I�IIIM - r�--- ""1 • h`(E)4x NAILER /11 \ wLi I r r . r' * \ 41 2.-0" L (;) _Eaci_ _ _:__.--_- ,.._ MAX / q IE}PURLIN ��j ^�(E)CONC WALL • PER PLAN ---� • PER PLAN (E)PURLIN SIMPSON HDU5-SDS2.5 Wl 6" PER PLAN {E}2x ISU8-PURLIN = 518'0 FULLY THREADED ROD MAX 1 112"CLR MIN(DO Voluntary PER PLAN - SET INTO{E CONCRETE WALL NOT BLOW THRU o i' BACK SIDE OF WALL- W!EPDXY{4'EMBED)-----' USE NON-IMPACT DRILL (E)2x SUB-PURLIN PER PLAN Seismic a • TYP.STITCH(E)SUB-PURLIN FOR LAST ONE-INCH OF 3 x Wl 16d @ 6"OC PER HOLE DEPTH IF READ Strengthening SECTION B-B -- Jr 5112"THK VIE Oregon Business y. WALL TIE AT SUB-PURLIN SCALE: NONE s3.0 Park 1 - Building #9 16550 - 16578 SW 72nd Avenue Tigard, OR 97224 i GLB 3'-3" CLEAR 3'-3" PROVIDE(43)-10d NAILS THIS END SPAN PROVIDE(43)-10d NAILS THIS END SIMPSON HDU2-SOS2.5 EA SIDE OF (E)PURLIN STAGGERED(2 TOTAL)WI • 2"•' -./'-."2" 518"0 FULLY THREADED ROD SET ---SIMPSON CMST12 GLB INTO(E)CONCRETE WALL W/EPDXY (E)ROOF STRAP CENTERED {E)ROOF SHEATHING (4"EMBED)(HD AT OPPOSITE FACE {E}4x NAILER SHEATHING / AS SHOWN OF PURLIN SHOWN DASHED) ----_ . 4 ________________ Li., - / I _,:,_„---,:=2,14..7,__ - ,-—-�Iz4-rtiZii� - - - / •(E)CONC WALL ''s.-,__---(E)PURLIN PER PLAN ' \-- (E)PURLIN PER PLAN (E)PURLIN 2.-0" PER PLAN 3,0, \ PER PLAN MAX 11N0T BLOW MIN T (DO RU - MAX -- SIMPSON HDU5-SOS2.5 EA SIDE BACK SIDE OF WALL- OF(E)GLB W15l8"0 THREADED USE NON-IMPACT DRILL ROD(4 TOTAL PER CONN) • FOR LAST ONE-INCH OF A - (HD AT OPPOSITE FACE OF Li. HOLE DEPTH IF RECD PURLIN SHOWN DASHED) 5112" "^-,„,_______ - (E)GLB -f(E)GLB 1 THK PER PLAN NOTE: PER PLAN VIF OPTION 2 CONTRACTOR TO PROVIDE OPTION 1 OWNER WITH ALTERNATE PRICING FOR OPTION 1 AND OPTION 2. CONTINUITY TIE AT PURLIN 5 WALL TIE AT PURLIN 2 SCALE: 1"=1'-0" S3.0 SCALE NONE S3.0 SIMPSON HDU2-SDS2.5 EA SIDE OF 3'-3" CLEAR 3'-3" (E)GLULAM STAGGERED(2 TOTAL) PROVIDE(43)-10d NAILS THIS END SPAN PROVIDE(43)-10d NAILS THIS END WI518"0 FULLY THREADED ROD SET INTO(E)CONCRETE WALL W/EPDXY (E)HINGE CONN - 2° T—2" (4"EMBED)(HD AT OPPOSITE FACE s ISSUE DATE: 10-26-2018 ----SIMPSON CMST12 OF GLULAM SHOWN DASHED)- (E)ROOF STRAP CENTERED i®DESCRIPTION DATE SHEATHING----, , .\ �/ AS SHOWN (E)HINGE CONN , (E)ROOF SHEATHING Q (E)ROOF SHEATHING \ N BLDG DEPT SUBMITTAL 10-26-2018 ,..� ® -- � ® (E)4x NAILER ' a ... - (E(CONC WALL -- - __ - w PER PLAN • - -,. _. PROVIDE PLYWOOD SHIM _ __. � T.111 �,THKM S • • • - V"7"`� "u�' - . . C -'- ii`r "'--T_01 i • --- MAINTAIN 3112"MIN CLR DISTANCE BTWN PANEL - - • 9'-0' . JOINT&THREADED ROD -.. , o MAX 0 - 2,0. '- w ' 1 112"CLR RN(DO -- NOT BLOW THRU --- ---- ---- -._.rr" la / \ .. -- BACK SIDE OF WALL- • -- USE NON-IMPACT DRILL �.__ I ` — FOR LAST ONE-INCH OF _ . . _.... (E)GLB PER PLAN = /T ``\ MOLE DEPTH IF REQf7 (E)GLB PER PLAN --- `SIMPSON HDU5-SDS2.5 EA SIDE OF(E)GLB W/5/8°0 THREADED (E)GLB PER PLAN < ' a I OPTION 2 OPTION 1 ROD(4 TOTAL PER CONN) •• - NOTE; (HC AT OPPOSITE FACE OF GLB CONTRACTOR TO PROVIDE SHOWN DASHED) OWNER WITH ALTERNATE PRICING if 5 112 FOR OPTION 1 AND OPTION 2. ? 7HK VIE CONTINUITY TIE AT GLULAM SPLICE 6 WALL TIE AT GLULAM 3 SCALE: 1"=1'-0" S3.0 SCALE' NONE S3.0 N 110°01744",,,,, ,_,,,,,,F ��' NG 1/1E6- 'oti, ,� ct . 48PE, q forfi FTN o O. • UNLESS SPECIFICALLY NOTED OTHERWISE ON PLAN OR DETAIL,THIS DETAIL SHALL [ EXPIRATION DATE12-31-18 I APPLY TO ALL HOLDOWNIWALL ANCHORS. 2-- 4 JOB NUMBER: 17-0192-00(BLDG 9 OBP) • WHERE APPLICABLE,INSTALL EPDXY ANCHOR(CR THRU-BOLT)PRIOR TO DRILLING `I DRAWN: JA 1 SMA HOLES THRU WOOD MEMBER. IF REBAR OR OTHER OBSTRUCTIONS ARE -- R ENCOUNTERED.NOTIFY ENGINEER PRIOR TO PROCEEDING. DESIGNED: ERB • INSTALL HOLDOWN&TIGHTEN NUTS AS INDICATED: CHECKED: KDO 6 SCALE; AS NOTED 1 STEP 1 , STEP 3 INSTALL BOLTS OR SCREWS / BACKUP INNER NUT ,,, THRU CONNECTOR&WOOD TO LOCK CONNECTOR LL SECTIONS AND • 2 • MEMBER --�--- IN PLACE 1 DETAILS F r :. .o.o ,©•®j g --STEP 2 TIGHTEN - OUTER NUT . w . AT HD5B,HD78&HD9B,PROVIDE WASHER BETWEEN INNER NUT& HOLDDOWN TO TIGHTEN AGAINST 4 HOLDOWN STIFF PLATES ---- a tr I I TYPICAL HOLDOWN ANCHOR INSTALLATION 4 S3 • 0 SCALE: NONE S3 0 R• K