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HomeMy WebLinkAboutBUP2022-00177 (3 of 9) BU P2022 -00 177 ( 3 of 9 ) A PP Rn\7Frit. REVISION FFICE COFV Rupaoa.a- oo 1-7-7 ` 7. 31 -Q 7 f— 7 k If SUBMITTAL REVIEW CO 1 L-W ❑ NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT 1461, WV© _iI e _II 0 MAKE CORRECTIONS NOTED 0 SUBMR SPECIFIED ITEM co 0 WWII-UMW CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT E3OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- oo o ¢ o o ¢ CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE,IS SUBJECT TO THE RE- �,IC, iv , -¢ QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON (2)2x8 WOOD BLOCKING -------► oO (2)2x8 WOOD BLOCKING -- ► o-. 0 BETWEEN STUDS_FASTEN of a_ BETWEEN STUDS.FASTEN o LL SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT TO STUDS w/(4)#10 x 3 1/2 o 0 TO STUDS w/(4)#10 x 3 112 o 00 THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; WOOD SCREWS EACH PLY Er WOOD SCREWS EACH PLY o x COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE (INTO END Q_RAIN OR TOED) (INTO END GRAIN OR TOED) p iNeem, SATISFACTORY PERFORMANCE OF THEIR WORK. / BY 95)% i DATE 4.16.2024 ARCHITECT SHALL VERIFY CLOUDED DIMENSIONS FOR CONFORMANCE WITH DESIGN INTENT. EELLC svz 1 2X6 7i� Ss STUD T VALIDITY OF PERMIT WALL STUD WALL THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION ROOF ACCESS LADDER ROOF ACCESS LADDER DOCUMENTS AND OTHER 1 ROOM#418-CUSTODIAN ScROOM#T4-TRASH RECEIVED DATA SHALL NOT PREVENT E-503 REF:A104,1/A426 �K REF:A104,1/A426 THE CREQUIRINGD TOFF FROM JUL 25 2024 OF ERRORS.OSSC 106.4 CITY OF TIGARD BUILDING DIVISION ROOF HATCH ► ROOF HATCH--a --- Z EVISED — �,Rath lad:ler-assist� z / /tea . allachrnentwallgs will ladder configuabort N LLQ Di IL 1 1 CC(Braa) V OW col 1 a OW aa I I W R'W I W realCD 0 I tV tV O 0 O O �lb0 x 3 LAG SCREW) --- INTO 2x6 STUDS I 1p 0 x 3 LAG SCREW) OR BLOCKING INTO 2x8 STUDS OR BLOCKING o 0 9 m rn io PLEASE CONFIRM--. o PLEASE CONFIRM O OVERALL HEIGHT ''+• OVERALL HEIGHT OR FIELD VERIFY i OR FIELD VERIFY Confirmed.I CC(Bora) 1 9 9 o b p'i of 0 Design Notes: 9: (. 1. Governing Code: 2021 International Building Code o . c; `1 2. Live loads on fixed ladders with rungs: A Rungs: 300 lbs anywhere B. Side rail extensions: 100 Ibs,any direction o ° 3. Roof ladder reactions(at any one attachment point) A. Factored(LRFD)vertical force:680 lb B. Factored(LRFD)horizontal force:250 lb (any direction) Scope of Engineering Review and Certification: O 0 The engineering certification on this plan is only for the structural design of the fixed ladders. All non-structural aspects of the design,including verifying measurements of individual components or the assembled ladder structure,are excluded from the scope of the certifying engineer. All components of the main building including, but not limited to, beams,subfloor,studs,floor or roof joists,blocking between building studs and joists,and I associated connections are designed by others. O 0 B 03/25/2024 REVISED SE TD A 03/06/2024 FOR ENGINEERING SE TD ° 0 REV. DATE DESCRIPTION BY CHKD BY Z 9 Z 9 WVVW. HOOD-STEEL.COM �g �o MT. HOOD 5900 NE 152nd AVE SUITE 260 > 0 0@@0> 1 o STEEL & WOOD VANCOUVER,WA 98682 N L I - li.,— dOJJ ti 15o1P0041 8 i 1501P0041 U will. . m l PLATE WASHER PROJECT NAME DARTMOUTH CROSSING PLATE WASHER 5" W �� - / �� _ilr rc5) PROF-N * `\\,i t �GtNEE�, �9 LOCATION TIGARD, OREGON (EXISTING) \ (EXISTING) 3 s 1"GYPCRETE '` 10 x 4 A307 1"GYPCRETE 0 x 4A307 CONTRACTOR COLAS 43"SOUND MAT "SOUND MAT sac��? t4 //8"SHEATHING 7/8"SHEATHING w Off: ! 3 LADDER ELEVATION 4 LADDER ELEVATION AMP,H 09 2,' 4 DESCRIPTION ROOF ACCESS LADDER PLANS & DETAILS E-503 REF:1/A426 E-503 REF.1/A426 4�TRY RE1.\' DRAWN BY SE 03/25/2024 • Signed:03/25/2024 Exp.Dale:12/3112026 JOB No. CHECKED BY TD REFERENCE DRG No. E-503 (2)2x8 WOOD BLOCKING BETWEEN STUDS.FASTEN TO STUDS w/(4)#10x31¢ WOOD SCREWS EACH PLY (INTO END GRAIN OR TOED) STUDS PER- \ - SUBMITTAL REVIEW STRUCTURAL A NINO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT r I II I1 II n- i 1 *�— - _ i 0 0 MAKE CORRECTIONS NOTED 0 SUBMITSPECIFIEDITEM CONTRACTOR TO COORDINATE J-5 FLOOR JOIST 501P007 NEI(11 FL DEEP TJI) w PL14"X6X2'-7 I w EQULLI IILM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT 1,240 LB VERTICAL REACTION LOAD z 0 z OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- TO J-5 WITH I-JOIST SUPPLIER. m - - CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE,IS SUBJECT TO THE RE- RECOMMEND SIMPSON MIT HANGER R � I I IT) QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON AT EAC END. EELLC o Q 1 o SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT I501A005IL6X4X�0 SIMPSON LPT4 AT 5 1,= I - I THE JOB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; SUPPORTANGLE(BELOW) EACH END TOP OF ,I-5 FLOOR JOIST c 1 COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES;AND THE E - LVL TO TOP OF (11 7�'DEEP TJI) L— EI�GINgew, SATISFACTORY PERFORMANCE OF THEIR WORK. 1I 1 I_JJOIST. EELLC_ - N BY � Y� u �, DATE _ 4.16.2024 • 1 1 1 1 ► 1 ,--- �- J5 FLOOR JOIST I 501-003 STRINGER ' _ —4 SIMPSON SSP S11313b"DEEP TJO N ,II - Isol P0051 PLATE TIES © 2x6 BLOCKING FOR EEN SHIPSLADD ADDITIONAL STRUCTURE REQUIRED TO SUPPORT 1 I PLATE HER HEADER TO "' FOR SHIPS LADDER 11 I-JOISTS. EELLC I5o1T001I ATTACHMENT 1 I WITH SIMPSON Z2AT BIDDER-DESIGNED SHIPS LADDER LOADS HAVE BEEN _ 1 1_------ 1 -BAR f3RATE TREAD BARGRA TREAD TYPICAL I EACH END FOR INDICATED ON RED ON THIS PLAN. CONTRACTOR SHALL o 1 I TYPICA iVl z� 11/f BLOCKING W N -O._0' - tCLEAR 1 CONNECTION TO ISSUE CONFIRMING RFI TO DOCUMENT CHANGES TO m_, V 11 I UP JOISTS. EELLC STRUCTURE SHOWN ON THIS DRAWING. EELLC a Aga Ii I ° L_ I 1 1 1 II,, 1 • 1, I isi - - _ �5o1P005I c 11 ®_11 _ I5O1L9O4ISLTRINGER_ -- PLATE WASHER FLOOR JOIST _ nI 1) � __D_ (- T .- (1 7b"DEEP TJI) ___.. I 11 I J-5 FL JOIST -.. .. to,;,,It (11 74" TJI) HipII E-502 PLREANAA�TIELEVATOR PIT LADDER z I-JOISTS AT 12"OC MAX. EELLC spaied halchsx CCt n) 1 4•-4(+/-)ROOF r ' HATCH OPENING z 0 C (E)ROOF HATCH FRAME OW WJ o (E)7J3"ATTIC ,....i P - '\ _------ WJt-O FLOOR SHEATHING ` - - --_---- p� to • { n V r7 As • . Structure please confirm thru-bolting(2)1 3/4x 11 • TrP / o a \ o x 5A3o7 7/8 Versa-Lam LVL acceptable at this condition I501P005I USING TWO LVL IN LIEU OF TWO I-JOISTS IS PLATE WASHER ACCEPTABLE. CONTRACTOR TO FOLLOW UP T WITH RR TO CONFIRM FRAMING IS o 31/2 BLOCKING AND ATTACHMENT COORDINATED WITH BIDDER-DESIGNED AND v.a. TO FLOOR JOISTS ARE DESIGNED SUPPLEMENTAL STRUCTURAL CONNECTORS m! OF RECORD SPECIFIED BY ENGINEER ARE PROVIDED AS SHOWN THIS DRAWING. Design Notes: EELLC 1 1. Goveming Code: 2021 International Building Code twill :Io 0 z: 2. Live loads on fixed ships ladders: �, r3Q3114 91'1/16 74'4 A. Treads case 1: 100 psf �i / B. Treads case 2: 300 lbs anywhere o C. Handrails case 1:50 lb/ft in any direction I m -• m D. Handrails case 2:200 lbs in any direction . I A ' 3. Reactions C. Lower ships ladder a. Factored(LRFD)vertical force at bottom of 1 stringer: 1060 lb o © • b. Factored(LRFD)horizontal force at bottom of 1 stringer:225 lb PLEASE CONFIRM - --(2)2x8 W-OD BLOCKING (any direction) OVERALL HEIGHT , / BETWE' STUDS-FASTEN c. Factored(LRFD)vertical force at top of 1 stnnger: 1060 lb OR FIELD VERIFY I I• I ,QS I / TO ST •S wl(4)#10 x 3 V2 d. Factored(LRFD)horizontal force at top of 1 stringer:660 lb •••SCREWS EACH PLY an direction ARCH TO VERIFY . o 'a- (I '•END GRAIN OR TOED) (any ) DESIGN INTENT. o o o ,� D. Upper ships ladderL CONTRACTOR TO 1 1kg x 3 LAG SCREW; a. Factored(LRFD)vertical force at bottom of 1 stringer:550 lb FIELD VERIFY. EELLC �, �ATANGLES,THRU PLATES b. Factored(LRFD)horizontal force at bottom of 1 stringer:265 lb m AND INTO STUDS OR (any direction) Height isper drawings; : / BLOCKING GC to VIF as-built c. Factored(LRFD)vertical force at top of 1 stringer:550 lb condition. ii m i d. Factored(LRFD)horizontal force at top of 1 stringer:375 lb CC(Bora) z 5(7)140 x 3SIMPSONSDS) z (any direction) INTO/ STUDS OR Scope of Engineering Review and Certification: ��• • I501TOOtI I501T001) i // �.uW BLOCKING �.#W O o1TooATE TREAD BAR Gam' TYPIC�� 1 T. TYPICAL P� < Ow / a lO j The engineering certification on this plan is only for the structural design of e x 1 A307 % w iov, w oro measurements of individual the fixed ladders. All non-structural or the tassemhe b assembled gladder sructure,are 1 1i � excluded from the scope of the certifying engineer. Al components of the main 3be x 1A307 o v r Jl Q "1— bbuilding including, but not limited to,beams,subfloor,studs,floor or roof joists, Iblocking between building studs and foists,and associated connections are �, �� designed by others. • IN17.- _ I_----12C3�4=3'-844 -__ PA 1 .. j110PLEASE CONFIRM rl -- '� III, OVERALL HEIGHT — I501P007I 11P007I OR FIELD VERIFY P1_1/4"X6X2'-7 B 03/25/2024 REVISED SE TD O ® • P •'X6 X 2'-7 I501 L005I- I501 Loo6I 0 STRINGER STRINGER A 03/06/2024 FOR ENGINEERING SE TD • -- o REV. DATE DESCRIPTION BY CHKD BY ' .0 `� UPPER SHIPS LADDER TO •o o ow 4 STUD WALL FRAMING COW E-502 REF:NONE WWW. HOOD-STEEL.COM 7 o MT. HOOD (360) ¢ FLOOR SHEATHING 609-6688 6688 (E) J3'ATTIC 9 trc 5900 NE 152nd AVE SUITE 260 w AND JOISTS I of STEEL & WOOD VANCOUVER,WA 98682 �_, O o 1`..,,-. - . -_ .• Iu m¢ 9 oz /i 2x6 BLOCKING w .� . PROJECT NAME DARTMOUTH CROSSING v5 I501A I -� - BETWEEN JOISTS p PROF -es, L6X4X + PLATEIW SPHOE�RI FORSHIATTACHMENTDDER ''\I� FSs� LOCATION TIGARD, OREGON c5 ��GIN£E� oy011 (E)7/8"PLYWOOD c II x 4A307J �1a0 x 292A307) 9 CONTRACTOR COLAS 103: •� (E)GLB31/2x„7J3-_� TeXsLAcscRSAC „M003-2. DESCRIPTION SHIPS LADDER PLANS & DETAILS 01 9 � O II .41 09 20• �� DRAWN BY SE 03/25/2024 e LOWER SHIPS LADDER ELEVATION 3 UPPER SHIPS LADDER ELEVATION M�7RY Rt. JOB No. E-502 REF:23/S402 CHECKED BY TD REF:23/S402 Signed 03252024 Exp.Date:12/31/2026 REFERENCE DRG No. E-502 t_— 9416 2-0 7%_ GC PLEASE VERIFY CLEAR LOCATION OF PIT LADDER GC PLEASE CONFIRM PTI LADDER DOES NOT CLASH WITH ELEVATOR UNIT 1 :: il 1/- -1 -VI © i (E) E 6 ( 0 SPREADER BEAM O II - -1 c 1r 1501L0071 -1 PIT LADDER ak NEP 1 PLAN AT ELEVATOR PIT LADDER r II E-501 REF:1/A401 0 z 41/2 ,, 6 41/2 R _ SUBMITTAL REVIEW ❑ MD ETCEPf10RSTANETJ 0 REVISE AND RESUBMIT ❑ MAKE COMMONS NOTED 0 SUBMIT SPECIFIED ITEM - EWLLJBRWM Of TIE PROJECT MO GOMM COONKIANC£WTI DIE IFFOIWAATION IA THE TION re a�nemn•amues�sa AT Of AM q[31 TRAM IWO O BYYYI4 avM[ DATE 7.2 o= in Ea a z 1 0 w 6- j PIT LADDER I O [ _ (E)HSS6X6X4'76 L SPREADER BEAM 1 ______ \r. Design Notes: 4D<TYP 1. Governing Code: 2021 International Building Code i o 0 2. Live loads on fixed ladders with rungs: A. Rungs: 300 lbs anywhere B. Side rail extensions: 100 Ibs,any direction 0 3. Elevator pit ladder reactions A. Factored(LRFD)vertical force at bottom of 1 side rail:830 lb 9 0 o B. Factored(LRFD)horizontal force at bottom of 1 side rail: 100 lb (any direction) aV" C. Factored(LRFD)vertical force at top brackets of 1 side rail:0 lb o D. Factored(LRFD)horizontal force at top of 1 side rail: 180 lb 1- (any direction) e �� Scope of Engineering Review and Certification: I 0 o The engineering certification on this plan is only for the structural design of the fixed ladders. All non-structural aspects of the design,including verifying measurements of individual components or the assembled ladder structure, are excluded from the scope of the certifying engineer. All components of the main building including,but not limited to, beams,subfloor,studs,floor or roof joists,blocking between building studs and joists,and associated connections are designed by others. 7 0 o R F' j$ x 0 PANSIONANCHORD T 9 a - - - B 03/25/2024 REVISED SE TD w m J i I _ A 03/06/2024 FOR ENGINEERING SE TD REV. DATE DESCRIPTION BY CHKD BY 6 COMMT. HOOD (360)609-6688 5900 NE 152nd AVE SUITE 260 STEEL & WOOD VANCOUVER,WA 98682 ® PIT LADDER ELEVATION 3 PIT LADDER ELEVATION PROJECT NAME DARTMOUTH CROSSING I REF:41/S401 E-501 REF:41/S401 LOCATION TIGARD, OREGON CONTRACTOR COLAS DESCRIPTION ELEVATOR PIT LADDER PLANS & DETAILS DRAWN BY SE 03/25/2024 JOB No. CHECKED BY TD REFERENCE DRG No. E-501 BILL OF MATERIAL MARK QTY DESCRIPTION LENGTH WEIGHT REMARKS 501L1O7 1 PIT LADDER SO-2 5011_007 1 46 REBAR 7-0 12 3 A706 Grade 6C a5002 2 L3-12X3-12X5/16 0'-4" 5 A3C a5007 1 L3-12X3-12X5/16 0,3 3/4" 2 A31 a5012 1 13-12X3-12X5/16 0,3 3/4" 2 A3E p5002 4 PL1/2"X7 0'5 7/16" 6 A3C p5003 2 PL12X18- 8'512 183 A31 r5002 9 46 REBAR 7-0 12 25 A706 Grade 6C 4 5/8"0 EXPANSION ANCHOR BOLT 0' Ste TOTAL WEIGHT THIS DRAWI G I 226 kill SUBMITTAL REVIEW VIq ECEIMNSTAAB1 ❑ REVISEIVIDIMUMIT ❑ IMILECOIMECIIONS NOIHI 0 SUOMITSPECME0IIB1 COMM IS OM MR ONON MO BE OEMS COMM! Of TN MOM NO GOMM mn.r.aura a MD 81 UME111 mcs w E au®os ar ncRS IMM aFenama eaE.eeEM I AMS M OM w.FMO.E.a.EErr.ME F.TUMORS OF ��wr h 4'7 h 2 3'8 E e.eRFa.a�aaee�.a�aeF COMMONS OF MO MN ORM MOS IN M.OMER same.NO M ISUNNIONIMEMORMICE MM MO 3 SIDES BY 9?414LAL, ,1,1e6(� DATE7.2.2024 TYP/• 14 V p5003 SINGLE PIECE ,,_--ei\ �j ll t III/ T - T Tl co LoI p5002(B/S) lt CM 0::.I' O O, r - -p5002(B/S) 1"7 TYP> 1�u . G ,, - 13116 fly) a5002 1 p5002 F '1 p5003 y 3 y 1'0 a 3 y SINGLE PIECE CL 9 N 'IN O T. r N O O O O J_ In O In 112 f p5003 cI SINGLE PIECE a5002 p5002- QI �J /3 SIDES • I 1,(4 V\NP 1'-3 115/8 4@1'-0=4'-0 3'6g 1 A-A 8'-6 B 03/25/2024 REVISED SE TD A 03/062024 FOR ENGINEERING SE TD REV- DATE DESCRIPTION BY CHKD B'r • MT. HOOD ONE — PIT LADDER — 501 L007 FABRICATION RELEASE# STEEL & WOOD WWW.HOOD-STEEL.COM 5900 NE 152nd AVE SUITE 260 (360)609-6688 VANCOUVER,WA 98682 SHOP NOTES SHEET TITLE PIT LADDER •ALL COPES TO HAVE A MIN 1/2"RADIUS TYP PROJECT NAME DARTMOUTH CROSSING DRAWN BY CHECKED BY ®-)STRIPE THIS SIDE LOCATION TIGARD,OREGON SE TD PAINT:SP3 PRIMER U.N.O.IN BOM REMARKS CONTRACTOR COLAS I JOB No. - - HOLES:15/160 U.N.O.ON DRAWING BOLTS:A325 U.N.O.ON DRAWING ENGINEER Ski'FNGINFFRINC11.1.0 DRONo S(111 (N17