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Plans monami 8UT'2bZt 0017( BREIVTK SUBMITTAL SHEET CONSTRUCTION Bremik Construction, Inc. 21011- - Northpoint Wealth Management Project: 21011- Spec Section Num: 057300 Northpoint Wealth Management Submittal: 057300-01 7185 SW Sandburg St., Suite 00.0.2Qo Revision: 1 Tigard, OR Package: 97223 Date: 10/15/2021 UTC Submittal Title: Decorative Metal Railings : Engineered Shop Drawings Submittal Detail: Decorative Metal Railings Response Due By: 10/28/2021 UTC Contractor: Contractor's Stamp Chris Nickelson Bremik Construction Inc. Architect: Architect's Stamp Desmond Amper LRS Architects, Inc. X REVIEWED REVISE AND RESUBMIT REJECTED MAKE CORRECTIONS NOTED Vendor is entirely responsible for performance of his product(s). Corrections or comments made on the This submittal has been reviewed only for conformance with the shop drawings during this review do not relieve Response: design concept and for compliance with information given in the contractor from compliance with requirements of the drawings and specifications. This check is only for Comment: Contract Documents, and does not extend to means, methods, review of general conformance with the design techniques, sequence of construction, dimensions, or safety concept of the project and general compliance with precautions thereto. Review does not relieve the Contractor from the information given in the contract documents. The responsibility for deviations from Drawings or Specifications contractor is responsible for: confirming and unless the LRS Architect's attention has been called to such correlating all quantities and dimensions; selecting deviations in writing at the time of submission. fabrication processes and techniques of construction; coordinating work with that of all other trades; and performing work in a safe and satisfactory manner. Corrections have been made on submittal material by LRS Architect's in accordance with Article 4.2.7 of the General VLMK ENGINEERING + DESIGN Conditions of the Contract for Construction, with additional (503)222-4453 comments as follows: Date: 10/19/21 By: CGA No Exception Taken OX Make Corrections Noted [I VLMK REVIEW NOTES: Revise & Resubmit Record Only -VERIFY CORROSION PROTECTION WITH ARCH AND THAT ALL ANCHORS, NUTS, BOLTS, ETC. ARE GALVANIZED OR STAINLESS. By: damper -SEE ALL REVIEW COMMENTS FROM PREVIOUSLY REVIEWED VERSION OF THIS L....111EE Date: 10/2.012021 SUBMITTAL DATED 09.28.2021. ARCHITECTS Submittal No. Page 1of17 Bremik Construction, Inc. Date: 10/15/21 BY: CN El Reviewed ❑ Reviewed as noted ❑ Revise&resubmit Review of these documents does not relieve subcontractors of their responsibility in reference to:fie=d verifications of ail dimensions;jobsite conditions and requirements;coordination with all trades;full compliance with all contract requirements; compliance with all state and city ordinance requirements Bremik Construction Comments noted in:■■ _ ____ i__; 120A 119A 119A 119A 119A 119A 119A 119A 119A 119A 119A 119A 120A \r�, .\'cV d/1 /IP 4/7 /: / / / '\ ‘\:" 1 '''''4 '\ 1 /11 \/r '• ''.4/41'1: `'•/11 `• 1 ''S 1 ' > 1 5'-0"(REF) 5'-0"(REF) 1 5'-0"(REF) 5'-0"(REF) 5'-0"(REF) 5'-0"(REF) 5'-0"(REF) 5'-0"(REF) 5'-0"(REF) 5'-0"(REF) 5'-0"(REF) 6"(REF -6^(RPF� k r k I �' 5 1/4"(REF),; 60'-0"(REF) j,A1 3/4"(REF) 19A 120A 111A 1I9A -.,, =',;tea 119A III 119A =! .A 119A ae� °° r 11'9A v _ -- 7E , e e I v v I p y' 1 � �_ c 119A i • E. , 20A 119A I0-3 o 0 0 c ev e ¢ com m m RAIL PANEL LAYOUT 6) SOUTH SIDE o I0/14/JI JTBKI FOR APPROVAL C 9Q0a1 J13C.1 FOR APPROVAL O 9M,I J,9KI FOR APPROVAL A e23RI JTRK1 FOR APPROVAL BY DESCRIETION 0.Evt5t0N5 o"TEDB STEEL, INC. "U. M)OI CHECKED By �. NORTI-IPOINT WM IMPROVEMENTS E-1 ;:4, 0 I Z4 to r- / 11 1/4" / Pi I r- 011 01 ‘4 0l iv cv 1 3/8'/ / a." / /3 VS" I p50 I I I 1 \ , 1/4 V I I to \ - -� - -I i),:\ I , C> i �t I p23 p23 it m CN_S_) (N.S.) 1/4 V I p50 I //4,_ 33/16/16 > <hF I I 1/4" ( NHS) p23 p23 p24 p23 \ —\ I-- I I I p24 m _______ _ v. ``4 ; - - - - -4,-- 41,__ff/— _ _c\ _ , I T 1d® , _ 1 _ - - - - - - - _ - - \ - - ILJI 1/2"m BOLTS 1 4) 1/2 1050 3/8"4, EPDXY ANCHOR BOLTS ONE/ /105A SS2 X 2 X 1/4 X 2 ' - 9 1/1& " MARK QTY. MATERIAL DESCRIPTION -FT LENGTHVS WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL I05A ONE HSS2 X 2 X 1/4 2 9 1/16 15 MATERIAL: ASTM A500 C 9/20/21 JTSKI FOR APPROVAL p23 2 F$ lE 1/4 X 2 0 5 1 ASTM A36 5 9/I5/21 JTSKI FOR Atr-'1OVAL p24 ONE F.B. tE 1/4 X 2 1/2 0 2 1/2 1 ASTM A36 HOLES: NOTED A 8/23/21 JTSKI FOR APPROVAL p50 ONE BENT F$_1E 3/8 X 6 1 5 3/4 11 ASTM A36 REVISIONS DATE BY DESCRIPTION PAINT: PRIMER INC• DRAWN BY: JTSKI 21 _ STEEL, lDATE: 8123/21 STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: JH WELD: N/A 1 800 MAIN STREET 503-655-01 17 DATE: 8/23/21 OREGON CITY,OR 97045 CCB#181406 JOB#: 210113 FIELD BOLTS 2 3/8 0 EPDXY ANCHOR 150LT CALV 0 5 1/2 W/ (1)NUT, (I) WASHER _ N OpT1-4 p O INT W IMPROVEMENTS MPR YEMENtS 105 n,-,_,- 1 .. -1-7 I / 11 1/411 .4 r `�I �1- I" 31/8" I I p521 3/8"/ f6 cNi (.4 1 1 --\ 4, ``� I I 9/16 I I - -ID- - -IV 1 t p51 I/2"4, BOLTS 1/4 V I- * t l _ _ 6 INK .6 6_ _ I I •i I I p23 p23 I I a (N.S.) (N.S.) 4s p52 1/4 V ` ' 1 3/4" 2 VS" ...7,&t \ 3/16 > <TYP I I 1/4 m 1 3/16 1 I wier,-- - / p23 p23 p23 Cx T 7--- I Ni / P 24 - 1— t s t \ p52 (ES.) -7\ p23 m I p23 1 1 -\— p51 p23 (F.S.) (FS.) p24 1/2 1/411 3/8"0 EPDXI- (ct I-INS) ANCHOR BOLTS ONE, , 101A SS2 X 2 X 1/4 X 2 ' - 9 1/1& " MARK QTY. MATERIAL DESCRIPTION LENGTH S WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL FT.101,4 ONE 1-ISS2 X 2 X 1/4 2 9 1/16 IS MATERIAL: ASTM A500 C 9/20/21 JTSKI FOR APPROVAL p23 4 F.5 IE 1/4 X 2 0 5 3 ASTM A36 B 9/15/21 JTSKI FOR APPROVAL p24 ONE F.B. fE 1/4 X 2 1/2 0 2 1/2 1 ASTM A36 HOLES: NOTED A S/23/21 JTSKI FOR APPROVAL p51 ONE fE 3/8 X 4 1/4 1 0 1/8 5 ASTM A36 REVISIONS DATE BY DESCRIPTION p52 ONE L3 X 3 X 3/8 0 10 7/8 1 ASTM A36 PAINT: PRIMER DB STEEL, i • DRAWN BY: JTSK1 1 DATE: 8/23/21 STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: JH WELD: N/A-- 1 800 MAIN STREET 503655.01 1 7 DATE: S/23/21 OREGON CITY,OR 97045 CCB#181406 JOB#: 210113 FIELD BOLTS f ' 2 3/8Il 0 EPDXY ANCHOR BOLT GALV 0 5 1/2 W/ (1)NUT, (1)WASHER NORTII PO tN It WI I IMPROVEMENTS 10 I n..._., A ...0 17 i I y8" 3'-5 1/2" 1)/8" p23 p35 :23 —_i --- ____ — —_ m\ m 1 / 1 p53 1/8I\ 1-6 <TYP p54 p53 <TYP r 72) I - (,,c uvvuc,v\ p23 %c''0000° p23 cv\ - - ; 60_00 - — - - — — — - _— 1/2"cl, BOLTS p35 (PARTIAL Ip53 PANEL SHOWN) p53 0 N \ 1 m 0 0 1 Z' 1 1 1/4 > <TYP 1 v4 I \�— p23 — — — p54 h p23 9/16 / -L___ 1/2"m BOLTS \ \ m m ONE RAILING PANEL ASSEMIE3L'' illA MARK QTY. MATERIAL DESCRIPTION FT LENGTH 5 WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL 111,4 ONE RAILING PANEL ASSEMBLY MATERIAL: ASTM A36 C 9/20/21 JTSKI FOR APPROVAL p23 4 F.B 1E 1/4 X 2 0 5 3 B 9/15/21 JTSKI FOR APPROVAL p35 ONE fE 11 GA X 29 3/16 3 4 1/2 31 1/2" ROUND HOLES ON 11/16" STAGGERED ct HOLES: 9/16"m A 5/23/21 JTSKI FOR APPROVAL p53 2 L 2 X 2 X 1/5 3 4 II BEVEL CUT REVISIONS DATE BY DESCRIPTION p54 2 L 2 X 2 X 1/8 2 9 1/2 9 BEVEL CUT PAINT: PRIMER STEEL' i • DRAWN BY: JT$KI DB i DATE: 5/23/21 STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: JI1 WELD: N/A DATE: 8/23/21 ---- 1800 MAIN STREET 503-655-01 17 OREGON CITY,OR 97045 CCB#181406 JOB#: 210113 FIELD BOLTS ' I I IIMPROVEMENTS & I/2". BOLT GALV 4301 0 11/2 W/ (1)NUT, (1) WASHER NO T -4PO I NT W 1 1 1 n 1/4 (-4 G _ _ cfN n 9 tK SI 6? cv I cv / I11/S" /1 I I 1 1 3/S"/ / �o" / / 3 3/4" p39 \ t I I I 1 I/4 / 4--!..3 - p4I Ln I , +\ /_,„ m p23 p23 --t )- 1 (B.S.) C B.S.) I I 1/4 / 1 p23 p23 I p4I 0 4. 4° I I 4. 4' p23 9/16 39 I I p 2'-S /S" m CO 1/2"0 BOLTS CV p24 1 , 1--- -f---- - - - f‘ - / - - (-N' \ _ '-ell\-1--- AD— - —,110- - _ _ . _ - - \ „, -41—\;---1-- - - - _ _ \ io p4I (,, p23 p23 p24 p23 1/2 3/16 > <TIP 1/4" 3/8" EPDXY 3/16 ( NHS) ANCHOR BOLTS 4 / 113,4 SS2 X 2 X 1/4 X 2 ' - 9 1/1& " MARK QTY. MATERIAL DESCRIPTION LENGTH S WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL FT.113,4 4 I-IS52 X 2 X 1/4 2 9 1/16 60 MATERIAL:ASTM A500 C 9/20/21 JTSKI FOR APPROVAL _ p23 16 F$ E 1/4 X 2 0 5 II ASTM A36 B 9/15/2I JTSKI FOR APPROVAL p24 4 F$. re 1/4 X 2 1/2 0 2 1/2 2 ASTM A36 HOLES: NOTED A 8/23/21 JTSKI FOR APPROVAL p39 4 F.B. IE 3/8 X 3 0 10 1/8 14 ASTM A36 REVISIONS DATE BY DESCRIPTION p4I 4 F$. re 3/8 X 3 0 1 3/8 9 ASTM A36 PAINT: PRIMER STEEL, INC• DRAWN BY: JTSKI 1DATE: S/23/2121 STRUCTURAL STEEL DESIGN/BUILD MANAGEMENT CHECKED BY: JN B WELD: N/A DATE: S/23/21 1800 MAIN STREET 503-655-01 17 OREGON CITY,OR 97045 CCB#181406 JOB#: 210113 FIELD BOLTS 8 3/8 0 EPDXY ANCHOR BOLT GALV 0 5 1/2 Ul/ (I)NUT, (1) WASHER NORT 1-tPO I NT1.1.1MIMPROVEMENTS 113 1 = ccv 1/4 \ c�v 1h i \ 0 N `P cN I cN G = I / 111/S" /@ 1 I 1 3/SIH 6" / / 3 3/4" I 1 p4S I v4 _ p49 1 p24 T T 8 —I _ - - t 1 = m p23 p23 7 4 it I 0> (1=.S.) (ES.) I I 1/4 V I 1 1 p49 4) 4. 4° I I 4. 4° 9/16 p48 i 2'—S VS" e ct p24 1/2"4, BOLTS CNI \ I I I 1 t - - - ri) 4 1 p49 C,, 4> p23 p23 p24 p23 1/2 3/16 \ 1/4" 3/S"� <TIP EPDXI 3/16 / (c NHS) ANCHOR BOLTS 1/4ONE/ / 1114 ' - " -�SS2 X 2 XX 2 9 1/1 MARK QTY. MATERIAL DESCRIPTION LEMTH N5 WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL 1114 ONE H552 X 2 X 1/4 2 9 1/16 15 MATERIAL: ASTM A500 C 9/20/21 JTSKI FOR APPROVAL p23 2 F.8 lE 1/4 X 2 0 5 I ASTM A36 5 9/I5/21 JTSKI FOR APPROVAL p24 ONE F.B. IE 1/4 X 2 1/2 0 2 1/2 1 ASTM A36 HOLES: NOTED A 8/23/21 JTSKI FOR APPROVAL p48 ONE F$. lE 3/8 X 6 0 11 1/8 1 ASTM A36 REVISIONS DATE BY DESCRIPTION D B STEEL, INC. p49 ONE F$, IE 3/8 X 4 1/8 0 6 3 ASTM A36 PAINT: PRIMER DRAWN BY: J TSK1 : 8/23/21 STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: JH WELD: N/A--- 1800 MAIN STREET 503-655-0117 DATE: 8/23/21 OREGON CITY,OR 97045 CCB#181406 JOB#: 210113 FIELD BOLTS tf 'p * �t IMPROVEMENTS p \ / M *�t 2 3/S"4 EPDXY ANCHOR BOLT GALV 0 5 1/2 W/ (1)NUT, (I) WASHER NOR 11-TI OIN I WM IMPRO Y EI IEIV 1 S 1n T1--- ^/ ..0 1'1 I cv 1/4 \ ` m �9 0 3)) ' 6i cv I . Ca = I I 44 I 111/8" / /ce 1 3/S'� 6" / 3 3/4" I I p39 1 I / / p42 1 T p24 I . , ... 4 _ I 0> \ m (pB S.) p23 I - F- - I C B.S.) i 1/4 / I P42 p39 4. 4' I I p23 p23 I I 4. 4' _ p23 9/16 2'-8 /S" p cA 1/2"0 BOLTS 24 .:ma--I -0--- - --AL - - \-4 - 1�11 AI_ � - - - + - - - - _ \ _- I p39 (F.S-) p42 p23 p23 p24 p23 1/2 \3/16 > <TIP 1/4" 3/8"c1) EPDXY 3/16 ( NHS) ANCHOR BOLTS 8 , / 118A -4SS2 X 2 X 1/4 X 2 ' - 9 1/1& " MARK QTY. MATERIAL DESCRIPTION LENGTHINS. WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL 11gA 8 H552 X 2 X 1/4 2 9 1/16 I19 MATERIAL: ASTM A500 G 9/20/21 JTSKI FOR APPROVAL p23 32 F.5 le 1/4 X 2 0 5 23 ASTM A36 B 9/15/21 JTSKI FOR APPROVAL p24 8 F-B. fL' 1/4 X 2 1/2 0 2 1/2 4 ASTM 436 HOLES: NOTED A 8/23/21 JTSKI FOR APPROVAL p39 8 F$, 1E 3/8 X 3 0 10 1/8 28 ASTM A36 REVISIONS DATE BY DESCRIPTION D B STEEL, I N C. p42 8 P.S. E. 3/5 X 3 0 4 1/8 12 ASTM A36 PAINT: PRIMER DRTE:DRAWN 8/2JT3$KI/21 STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY:BY: JI-1 WELD: N/A 1 800 MAIN STREET 503-655-01 1 7 DATE: 8/23/21 OREGON CITY,OR 97045 CCB#181406 JOB #: 210113 FIELD BOLTS 16 3/8"4, EPDXY ANCHOR BOLT GALV 0 5 1/2 W/ (I)NUT, (1) WASHER V ORt I-4 PO INT WM IMPROVEMENTS 110 i y811 4'-5 1/2" 11S" p23 / p43 p23 \ [ 1=Y_ 4, p44 p44 4' 9/16 p45 9/16 1/2". BOLTS - 1/2"4' BOLTS Co I/8 1-6 CTIP '- _\ _ \ \ , I I r mm\ - p23�\ I --i-- f";; •00000 �I + � 00000 � _\ r'-, 00000 `� p23 - K;o�0000 (NN - -- —±. f;;h000 0 p43 ‘4 (PARTIAL p PANEL SI�OUJN) rYP 44 \3/l6 D � /3/16 1 cr 1 I N 1 p23 p45 es\ ..1_:1 t �\ --iv p2374_ ------- \ _Co <TIP 11 RAILING PANEL ASSEMBLE' 119A MARK QTY. MATERIAL DESCRIPTION FT LE=GTI 5 WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL 119A 11 RAILING PANEL ASSEMBLY MATERIAL: A5TM A36 C 9/20/21 JTSKI FOR APPROVAL p23 44 F$ fE 1/4 X 2 0 5 31 B 9/15/21 JTSKI FOR APPROVAL p43 11 1E 11 GA X 30 1/8 4 4 1/2 84 1/2" ROUND I-4OLES ON I1/16" STAGGERED HOLES: 9/16"4, A 8/23/21 JTSKI FOR APPROVAL p44 22 L 2 X 2 X 1/8 2 6 91 BEVEL CUT REVISIONS DATE BY DESCRIPTION D B STE �' INC DRAWN BY: JT3KI p45 22 L 2 X 2 X 1/8 4 5 11/16 162 BEVEL CUT PAINT: PRIMER DATE: 8/23/21 • STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: JI-! WELD: N/A DATE: S23/21 1 800 MAIN STREET 503-655-01 17 OREGON CITY.OR 97045 CCB# 181406 JOB #: 210113 FIELD BOLTS 88 1/2". BOLT GALV A301 0 1 1/2 W/ (1)NUT, (1) WASHER N Opt I-1 p O INT W IMPROVEMENTS 119 \Q11 11-11 1/2" 1 p23 p46 p23 4) p44 p44 m 9/16 p41 9/16 1/2"4) BOLTS 1/2"4) BOLTS _ TIP> I 0 , — 1/8 \ 1-6 <TYP I- - \ \ 1± - - \ f;;; 000004 I p23 N ►00000• - Pv't N 23 — i K.k,.O000� p41 i p46 i p44 - (PARTIAL I'/ CV �,, p44 PANEL SNOUJN) 1I .4 \4 I' -' ZN1 1) 3/16 \3/16 D I' I I I I I I =\ p41 1I t p23 c ,4\ - - - -4,- l --IF- - <v\ p - t cv\ - =\ \ dJ \ _\ ,� =\ CO m m 1'-11 9/16" 'n 2 RAILING PANEL ASSEMBLY 120A MARK QTY. MATERIAL DESCRIPTION LENGTH WEIGHT REMARKS ADV. BILL FABRICATION NOTES: D 10/14/21 JTSKI FOR APPROVAL FT. INS. 1204, 2 RAILING PANEL ASSEMBLY MATERIAL: ASTM A36 C 9/20/21 JTSKI FOR APPROVAL p23 8 F.B 1E 1/4 X 2 0 5 6 B 9/15/21 JTSKI FOR APPROVAL p44 4 L 2 X 2 X 1/8 2 6 11 BEVEL CUT HOLES: 9/16"m A 8/23/21 JTSKI FOR APPROVAL p46 2 tE 11 GA X 22 1/2 2 6 1/8 36 1/211 ROUND 1-IDLES ON 11/16" STAGGERED ct REVISIONS DATE BY DESCRIPTION D B STEEL, I N C C . DRAWNBY: 3 p41 4 L 2 X 2 X 1/8 1 11 9/16 13 BEVEL CUT PAINT: PRIMER DATE: : 8/2/23/2/21 1 STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: ,J1-I WELD: N/A DATE: 8/23/21 1800 MAIN STREET 503-655-01 17 OREGON CITY,OR 97045 CCB#181406 JOB#: 2101I3 FIELD BOLTS 16 1/21m BOLT GALV A301 0 1 1/2 W/ (I)NUT, (1) WASI-IER NORTI -APO INt W IMPROVEMENTS 120 J.n \ CV ill 1/S" Vs" p23 - Girt' & F.E3_ fE 1/4 X 2 X 0 ' MARK QTY. MATERIAL DESCRIPTION LENGTH WEIGHT REMARKS FT. INS. p23 56 F$ 1£ 1/4 X 2 0 5 40 REF: 1/53.1 FABRICATION NOTES: 1,a/14/2 APPROVAL DB STEEL, INC. DRAWN BY: JTSKI MATERIAL: ASTM A36 C 9/20/21 APPROVAL STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT 1800 MAIN STREET 503-655-0117 CHECKED BY: HOLES: 9/16". OREGON CITY,OR 97045 CCB#181406 JN PAINT: NONE 59/15/21 APPROVAL WELD: N/A A 8�23�21 APPROVAL ILtI IMPROVEMENTS p23 Page 11 of 17 1 Ac (V ---(NI 11111 2 1/2" p24 - QTY 15 FiE3. E 1/4 X 2 1/2 X 0 -2 1/2 " MARK QTY. MATERIAL DESCRIPTION LENGTH WEIGHT REMARKS FT. INS. p24 15 F.B. IE 1/4 X 2 1/2 0 2 1/2 I REF: I/53.1 FABRICATION NOTES: p 10/14/21 APPROVAL , DB STEEL, INC. DRAWN BY: JTSKI MATERIAL: ,4STM 436 C 9/20/21 APPROVAL STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: NONE MAIN STREET 503-655-01 17 HOLES: NONE OREGON CITY,OR 97045 CCB#181406 J 4-1 PAINT: NONE 5 9/15/21 APPROVAL WELD: N/A S/23/21 APPROVALNORTI�-4POINT U1N IMP1 OVENENtS ' p24 Page 12 of 17 / 3" / }. 1/2') 1/2> o = cp r c p39 - QTY 12 F.3_ iE 3/S X 3 X 0 ' - 10 1/S" MARK QTY. MATERIAL DESCRIPTION LENGTH WEIGHT REMARKS FT. INS. p3S 12 F,B, 1E 3/8 X 3 0 10 1/8 42 REF: 2/A3.1 FABRICATION NOTES: p 10/14/21 APPROVAL DB STEEL, INC. DRAWN BY: JTSKI MATERIAL: ASTM 436 C g/20/21 APPROVAL 1800 STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: 1800 MAIN STREET 503-655-0117 � HOLES: 1/2". OREGON CITY,OR 97045 CCB#181406 1-1 PAINT: NONE B 9/15/21 APPROVAL WELD: N/A 8/23/21 APPROVAL UJM IMPROVEMENTS p3e Page 13 of 17 A.1( 6u / / 4 1/2" ) 1/2> (�V o CC m c�0 1 m p45 - QTY ONE F.5_ fE 3/S X 6 X 0 - 11 1/S" MARK QTY. MATERIAL DESCRIPTION LENGTH INS. WEIGHT REMARKS FT. p4S ONE F.B. i! 3/S X 6 0 11 1/S I REF: 2/A3.1 FABRICATION NOTES: p 10/14/21 APPROVAL DB STEEL,L� INC. DRAWN BY: JT51 MATERIAL: ASTM A36 C 9/20/21 APPROVAL 1800 STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT CHECKED BY: 1800 MAIN STREET 503-655-01 1 7 HOLES: 1/2". OREGON CITY,OR 97045 CCB#181406 J1-1 PAINT: NONE 5 9/1 /21 APPROVAL WELD: N/A A S/23/21 �PPRov,�L NORT�POIN1 WM IMPROVEMENTS ' p40 Page 14 of 17 / 1/S" 1 KJ" 1/2" 4 1/2" CO r m — A\- p50 - Girl ONE SENT FAB_ iE 3/0 X 6 X 1 ' - 3/4 " MARK QTY. MATERIAL DESCRIPTION LENGTH WEIGHT REMARKS FT. INS. 1,50 ONE BENT F.B. fE 3/S X 6 1 5 3/4 11 REF: 2/A3J FABRICATION NOTES: p 10/14/21 A{ PPROVAL DB ST .� E L� • DRAWN BY: Jt l MATERIAL: ASTM A36 9/20/21 APPROVAL STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT 1800 MAIN STREET 503-655-0117 CHECKED BY: HOLES: 1/2"m OREGON CITY,OR 97045 CCB#181406 JN PAINT: NONE 8 9/15/21 APPROVAL WELD: N/A ,4 S/23/21 ,4PPROY�4L NORT�POINT UJM IMPROVEMENTS ' pC) Page 15 of 17 1'-O 1/a" / / /2 1/S"/ 10" / cfJ \ `\ L3X3X1/4 PROFILE p51 - QT"r ONE 1E 3/S X 4 1/4 X 1 - 0 1/SU MARK QTY. MATERIAL DESCRIPTION LENGTH WEIGHT REMARKS FT. INS. p51 ONE 1E 3/S X 4 1/4 I 0 1/S 5 FABRICATION NOTES: D 10/14/21 APPROVAL DB STEEL, INC. DRAWN BY: JTI MATERIAL. ASTM A3ro 9/2O/21 APPRO 1(/�L STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTION MANAGEMENT C CHECKED BY: 1800 MAIN STREET 503-655-0117 �� HOLES: N/A OREGON CITY,OR 97045 CCB#181406 PAINT: NONE B 9/15/21 APPROVAL WELD: N/A A S/23/21 APPROVAL NORT4POINT WM IMPROVEMENTS . p51 Page 16 of 17 10 1/S" 1 3/5 ' (o" 3 1/2" ; . \______ i, iII 1 I 3/4", p2 - Qrr ONE L3X3X3/& XØ ' - 1Ø /&" MARK QTY. MATERIAL DESCRIPTION LENGTH FT. _ INS. WEIGHT REMARKS p52 ONE L3X3X3/S 0 107/8 1 FABRICATION NOTES: D 10/14/21 APPROVAL DB STEEL, I N C• DRAWN BY: JTSKI MATERIAL: ATM A36c /20/ 1 A ^��O` A' STRUCTURAL STEEL DESIGN/BUILD-CONSTRUCTIOONiMAANNAGEMENT L L APPROVAL 1800 MAIN STREET 503-655-01 17 CHECKED BY: HOLES: 1/2". OREGON CITY,OR 97045 CCB# 181406 , JN PAINT: NONE B 9/15/21 APPROVAL WELD: N/A A S/23/21 APPROVAL NORTNPOINT till IMPROVEMENTS ' p52 Page 17 of 17 I • • • 2o�rq1 rs STRUCTURAL NOTES _ DWG ON 4-MASONRY !NOT USED) DIVISION 6-WOOD COPE REQUIRED SPECIAL INSPECTION AND MATERIALS TEM.PROGRAM • PROJECT NAME.YUAN JOB P20210210 S0L8 AND FOUNDATIONSUBDRADE: COMMENTS DURATION NBPECTON AGENCY ARCHITECTS DIVISONS-METAL A ROUGH CARPENTRY PIVISION 1•GENF.. 1 1 UMBER SPECIES AND GRADES TO RE AS FOIL OWS UNLESS OTHERWISE SHOWN ON DRAWINGS FILL MATERIAL,PLACEMENT AND COMPACTION REF.GEOTECHWCAL REPORT C GEOTECINILAL 720 NW Davis 503.221.11218 JOISTS,BEAMS S STRINGERS'. DOUGLAS FIR S2 A GENERAL GENERA` - GRADING AI.SUBORADE COMPACTION REP.PROJECT SPECEICATIO. P OEOTECHNOAL Sipe 300 503.1 A]] • A 1 ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED MN)ERECTED N ACCORDANCE 1 THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF. WITH THE LATEST EDITION OF MSC STANDARDS SUCKS A OCKN[BRDGING AND MISEEI I ANFOUS D0UGLAS FIR OR HEM FIR 43 FOOTING EXCAVATION AND COMPACTOR P GEOTECHNICLL Portland OR 97239 yww/.Oa/CNN.com A. NORTHPOINT PWM-TENANT IMPROVEMENT SKSTUDS. DOUGLAS FIR32 8. 7185 SW SANDBURG ST,TIGARD,OR B MATERIALS SILLS,LEDGERS,STRIPPING,ETC.IN CONTACT PRESSURE TREATED HEM FIR 112 CONCRETE C POSSESSOR OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR 1 ALL STEEL PLATE,ANGLES,CHANNELS.ETC TO BE ASTM A36 TYPICAL UNLESS OTHERWISE WITH CONCRETE AUO WOOD CURBS VERIFY USE OF ENGINEER APPROVED CONCRETE MO DESIGNS P TESTING LAB FABRICATE THE WHOLE,OR PARTS OF THIS PROJECT N OTHER LOCATIONS. NOTED. PUTES AND HEADERS KILN DRIED DOUGLAS FN 92 POSTS COLUMNS(SAWN)! DOUGLAS FIRM FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LAB 2 THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTOR THE DRAWINGS GOVERN OVER 2 STEEL PIPE ASTM AS3 GRADE B(Fy=35 KSI),TYPE E OR S,OR ASTM A501(Fy=36 K51) P O6 f✓�Oc THE GENERAL NOTES TO THE EXTENT SHOWN ROOF,FLOOR AND WALL SHEATHING. PLACING OF RENFRCIG FOR SLAB-ON-GRADE P TESTING LAB C��¢�,D RpA�, 3 STRUCTURAL TUBING TO BE ASTM ASW GRADE C(Fy•50 KSI.RECTANGULAR,Fy=46 K51 APA RATED SHEATHING,EXPOSURE I,CONFORMING TO APA PERFORMANCE STANDARD PS P TINPEREVALUATION REPORT P TESTING LAB ^GINEE.`G'I 3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD ROUND). 1-95 AND EXCERPT NER-108.SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING R YE TE.LED ADHESIVE ANCHORS.INCLINED AND DOWELS ICC ALU ES LNG L q LONCRE TE,PLACED DOWNWARDLY SEE NOTE 6,ITEM COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH AND/OR SPAN RARING.INSTALL ROOF AND F10OR SHEATHING WITH LONG DIMENSIONit' 43 00 • PERPENDICULAR G PP WI NOTED ACE T WG IS EIS ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS.NOTIFY VLMKEGNEERNG• 4 UNLESS OTHERWISE NOTED,BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. SUPPORTS UNLESS OTHERWISE O USE SPACERS 0 PpSTiNSTALLEO E%PAWSONNNEOGE ANCHORS IN CONCRETE PER CC EVALUATOR REPORT P TESTING LAB �7 ORDESIGN NLMq OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DEFER FROM THOSE SHOWN NCH END AND EDGE JOINTS(1 NCH FOR JUMBO PANELS)WHENEVER SHEATHING IS SEE GTE a.IIEM B OBEf OR NOTED. 5. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A30).PROVIDE STANDARD PLATE WASHERS EXPOSED TO WET WEATHER.FILL ANY JOINT SPACING OVER St NCH UNLESS OTHERWISE 4 O ' 0 UNDER ALL BOLT HEADS AND NUTS N CONTACT WITH WOOD APPROVED BY ENGILOCK.INSTALL OxF 0R THICKER SHAHING WHERE ET NOTED ON DRAWINGS JOINTS N POST-INSTALLED SCREW ANCHORS IN CONCRETE PER ICCRA6,EVALUATORITEM 1REPORT P TESTING LAB OYe 1ofr <. CONTRACTORYSHALL BE SOLELY RESPONSIBLE FOR THE DESIGN AND T INSTALLATION OF ALL WALL SHEATHING BLOCK ROOF ANO FLOOR SHEATHING WHERE NOTEDRDRAWRGS. SEE NOTE a.ITEMB PGA�EP TEMPORARYBRACING.SHORINGANCHORS,ETC.,INCLUDING,OEVICEBUT NC LIMITEDG,WALL AND b LAG BOLTS IN WOOD TO BE SAE J429 GRADE WITH MINIMUM DIMENSIONS MEETING MNSVASME STRUCTURAL WELDING MID HIGH STRENGTH BOLTING: ROOF BRACING,LIFTING AND HM10LIN0INSE0.TS AND DEVICES,TRENCH SHORING,FORMS,ETC B 1811 GLULNA BEAMS. !EXPIRES:12/31/2021! • FC•LE S PSI,E=MBW.OW PSI PER ANSI Al W.1 SPECIFICATION MATERIAL VERIFICATIONSTRENGTH R STRBOLTS, NU /SST A, P TESTING LAB 5. O NORMAL SHALL CONSIDPR UAT N NOS WHENEVER GIVENSUCH RAN ARE N!LIFTEXCESS C POST-INSTALLEDUNLESS LSS ASPE FC C0LTS. • SIMP(LEVER SANS OARON. 24F-V4 DECKING, DH WELD FILER.NUTS MATERIALS WASHERS. OF AN.DESIGNLOASS, PARTICULAROFATTENTION CO BE CTOR O CRANES,FORKLIFTS. 1 ANCH O S MAY USE S;ANCHOR PRODUCT R LISTED THE RITH E.EPOST-1NSTALLED • SUBMIT CER SPANS COMBINATIONFONFO . ZAE VB ANCHOR RODS,AND WELD SHP ND SMALLER LLS WORKMAN WHEEL LOADS,SHORING,STORAGE OF G,MATERIALS,CRIBBINGETC.ET CONTRACTOR SHALL R SOLELY ANCHORS MAY ER ANC OR THE ACCEPTABLE ONLY WITH FOR THE REQUIRED A PRO ANDL THE • SUBMIT CERTIFICATE OF CONFORMANCE INDICATING MEMBERS MEET THE REQUIREMENTS SINGLE PASS FILLET WELDS L16 AND SMALLER - P TESTING LOU CONSTRUCT!FOR ALL SHORING,BRACING,CRRANS ETC.REQUIRED TO SUPPORT MATERIAL.INEER OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE OF ANSI A1801 CONSTRUCTION LOADS. ENGINEER COMPLETE ANO PARTIAL JOINT PENETRATION WEIRS NON-DESTRUCTIVE TESTINGC TES-TING LAB 2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALLJAOUNTED ITEMS PER I.B.L. .1 AND 6. INSPECTION AND/ORJOB SUPERVISION IS NOT PROVIDED BY ANCHORSNO VIAAK 2. INSTALL ALL ANCHORS PER MAFACNR 'S ER INSTRUCTIONS AND PRODUCT EVALUATOR INCLUDING CABINETS,DOORSTOPS.ETC. AWS 01.1 SECTION 8 ] WHERE REFERENCE S MADE TO ASTM,MSC,ACI,ASLE OR OTHER STANDARDS,THE LATEST REPORTS. 3. CONNECTORS: HIGH STRENGTH AS25N AND M90N BOLT INSTALLATION VERIFY ALL BOLTS INSTALLED P TESTING LAB ISSUE SHALL APPLY. a TIE STRAPS,FRAMING ANCHORS,HANGERS,STIRRUPS.COLUMN CAPS,COLUMN BASES,ETC., TO'SNUG TIGHT CONDITION 3 EMBEDMENT SPECIFIED IS SUECEE FORAR ASIONAND ANCHORS AREHORS.UNLESSEMSEDMENT TO BE SIMPSON AS DETAILED,ORALS APPROVED. WOOD: 8. All WORK SHALL BE IN STRICT COMPLIANCE WITH. NOMINAL'E NOTEDNEFED CPE ANUUCTSIRSONE.TUREWR SEAS b FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. A 2018 NTERNATK)NAL BUILDING CODE SC AS AMENDED BY THE STATE OF REGION OTHERWISE NOTED.REFERENCE MANUFACTURER LRERATURE FOR MEASURING TOTAL c ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH'U'TYPE ROOFORPHRAGM SHEATHING AND NAIL SPACING P TESTING LAB ( ) EMBEDMENT AND HOLE DEPTH REQUIREMENTS. (2019 OREGON STRUCTURAL SPECIALTY C0ON) HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS PREFABRICATED WOOD SHEAR PANEL CONNECTIONS PER ICC EVALUATION REPORT P TESTING LAB B ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY 4 NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TOES VARY BY e. NAILING ALL NAILS SPECIFIED IN THE DRAWINGS TO BE'COMMON'NAILS UNLESS OTHERWISE AND HOLDOWNS CONSULTANT 9 DESIGN CRITERIA PRODUCT CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS. OBTAIN ENGINEERS APPROVAL Of ALL PROPRIETARY NOTED ALL NAILING SW,COMPLY WITH SC FASTENING.LING SYSTEMS Y EMS CHAPTER 23. PREFABRICATED STRUCTURAL ELEMENTS P TESTING LAB e FLOOR0GLAL0ORIVE ADS(PER IBC 1603(DFF0ETYPICAL111) 50PSF 5. ALL EJ(PANSIONAND LBETHEGHORSSPECIFIEDATEXTERORLOCATOROVED OSED TA a NAILS ROWNT ROOF,PLOOR,AND WALL IS SHWITHTHESURFACEOFTHESHEATMNG GIAS TO BE DRIVEN HECK DRESINKIFNEEDED,OR SHEARWALLSHEATNNG,NNL SPACING AND NOLOOWNS P TESTING LAM V L M K THE ELEMENTS SHALL BE THE STAINLESS STEEL VERSION PER EACH APPROVED )F SNOWfl L'UPGRADE SEE180 PI AN FOR EXTENT) 1W PSF MANUFACTURER EPDXYSTAINLESS ANCHORS E SPECIFIED AT EXTERIOR GALVANIZED THR.ED ROD TO THE IMMEDIATELYLTS.SB ISK)N ROOFING b ROOF SNOW LOAD(PER IBC 1803.1.3) ELEMENTS SHALL USE STARLESS STEEL OR HOT DIPPED GALVANIZED THREADED ROD. I BOLTS S SON DIVISIEC S METAL. SPECIAL INSPECTOR PROGRAM NOTES: FLAT-ROOF SNOW LOAD IP1 25 PSF 9 CORROSION PROTECTIONREQUIRED ENGINEERING+DESIGN SNOW MET SURCHARGE ANO WIDTH (PH WI /FE TWOS, 6. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED 1. CONFIRM REQUIRED CORROSION PROTECTION FOR HARDWARE AND FASTENERS WITH 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS Of WORK INDICATED. SNOW FXPOSI IRE FACTOR II.) 10 SPECIFIC l RECOMMENDATIONS FROM PRESSURE TREATING MANUFACTURER OR HANGER OTHERWISE INORAWNGS SEE$PECULNSPECTON AND MATERIALS TESTING PROGRAM AND C=REQUIRCONTINUOUS SPECIAL OECTORWHICHTHE SPECIAL INSPECTOR SON SITE AT ALL TOES,OBSERVIG THE WORK THOW I FSNAL D FACTOR ONCE FAGT0R IC/ 10 NOTES. MANUFACTURERMCOOOSONUSE MOST PROTECTION TIVE)MET.OR CONNECTORSC EXPOSED XPOSED TO THE USED. REQUIRING TIINSPECTOR. 3933 S Kelly Oregon Avenue7 TD LOAD(L ER IBC 1 (Ct) 10 2. ENVIRONMENT NVIRMINIM IRA ENT OR PR PROTECTION E NUMBER T BE PER FJPOS 63 TO THE P=PERIODIC INSPECTION K REQUIRING R WHICH THE INSPECPECIALTION INSPECTOR ONISINCON ON CONFEORMANCE ET TIME INTERVALS PERMIT DRY TO AWIN.AND Portland,0 on 97239 c WIND LOAD(PERIBC1803.14) ] G STEEL REINFORCEMENT T.ENGIINEER LL BE CUT TO INSTALL ANCHORS WITHOUT THE PRIOR WRITTEN (SIMPSON ZNIAX) PRESSURE TREATED LUMBERTOBE RER ASTMM53 CLASS 185 THAT THE WORK (RING SPECIAL NSPECTON IS INCONFORMANCE WITH APPROVED PERMRORAWINGS qND JBTNAATEDESIGN WIND SPEED N,O 96 MPH APPROVAL OF THE ENGINEER FASTENERS ASENES FOR OR ASTMAID SPECIFICATIONS 5l/LMK.COM 3.222.4453 RryISK CATEGORY WINO SPEED NeWI ]S MPH 3 STAINLESSTEE,PRESSUREBRONZE OR COPERMUST BE MINIMUM HOT-0P GALVANIZED, VLMK.COM RISK CATEGORY II 8 ADHESIVE ANCHORS STAINLESS STEEL,GASILVANIZED HARDWARE BRONZE DFAS ENE. 2. THE INSPECTION A OLRRENAREASNG•FOLLOWSESI WIND EXPOSURE C RASP MATERIAL PRODUCT RfW1l'-' 4 HOINLESS STEEL LESTENER TO ANOFAS 304 RS MUST TWE3COMPLY WITH ASTM A153, ENGINEER. VLM TO DETERMINED DESIGN INTERNAL PRESSURE COEFFICIENT IGCA1 s010 CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR OC ESR-2508 STAINLESS AIIO FASTENERS USED TYPE E 0R TYPE 316 GEOTECHNICAL TO BE DETERMINED E EARTHQUAKE DESIGN DATA(PER IBC 16031.5) ONCRETE SIMPSON AT-XP ADHESIVE ANCHOR APMO FR-SAS 5 HARDWARE AND FASTENERS USED TOGETHER MUST BE THE SAME TYPE(E G HOT-DIP TESTING LAB TO BE DETERMINED SFISMXTO' •TAN•F FACTOR sal 10 D GALVANIZED NAILS WITH HOT-DIP GALVANIZED HANGERS). TESTIG LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED THE PROGRAM.THE SELECTED MDAK CATEGORY II 9 EXPANSION ANCHORS INSPECTOR AGENCY SHALL BE AN ACCREDITED.APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR SAPPEDSPECTRALRESPONSEACCEIERATIONS 56=0881 SI=0393 RA 4 . DELIVERY AND STOGE.ALL LUMBER AND SHEATHING DELIVERED TO THE SITE,SHALL BE OWNERS AGENT,NOT THE CONTRACTOR OR SUB CONTRACTOR,PERI.BC.SECTOR 1704.1 THE SPECIAL INSPECTORS SITE CI ASS 0 NSF MATERIAL PRODUCT REPORTS STACKED 0R STORED OFF THE GROUND AND PROPERLY PR0TEClEO AGAINST WEATHER • CONCRETE SIMPSON STRONG.T 2 WFDGF ANCHOR MC FSR-BW] DUTIES REGARDING THE PRNONS OF W0RK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.THE SPECIALSSPECTOR SHALL DESIGN SPECTRAL RESPONSE COEFFICIENTS Stla=0609 Se1=04S9 BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR SEISMIC DESIGN CATEGORY D 10 SCREW ANCHORS 5. CUTTING ANf NOTCHING OF JOISTS NOT ALLOWED.A I INCH DIAMETER HOLE MAY BE DRILLED IN INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTOR R OPERATION REWIRING SPECIAL INSPECTOR RASIC SEISMIC-FORTE-RESISTING SYSTEM WOOD W.W.IS AASFMATERIALL PTVIDI ACT REPORTS THE CENTER IS OF THE MEMBER DEPTH.ALL OTHER HOLES TO BE APPROVED BY ENGINEER. CONCRETE SIMPSON TITER G SCREW ANCHOR CC ESR-2713 3. PRIOR TO THE BEGINNING OF CONSTRUCTION.THE ARCHITECT(OR ENGEEER)SHALL CALL A PRE-CONSTRUCTION MEETING 10 MECHANICAL EQUIPMENT,MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN b STUDS MAY OE NOTCHED IN THE LOWER I/5 OF TEE HEIGHT OF THE STUD FOR ELECTRIC AND WITH THE ARCHTTELT,ENGINEER,BOLDING OFFICIAL,CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL DIAMETER R ANY 0TNER ITEMS PRODUCING AHANGER 0R SUPPORT L0AD OF OVER 50 THEST PIPES,BUT NO PART OF THE NOTCH IS TO BE DEEPER THAN 25 PERCENT OF THE W0TH INSPECTOR REQUIREMENTS.THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS PROJECT NUMBER 202101+0 ON POOS SHALL BE HUNG BY A SYSTEM APPROVED BY VLMK.ANY HANGER OR SUPPORTOF D WELDING OF STUD HOLES OF DIAMETERS UP TO 1/3 OF WIDTH OF STUD MAYBE DRILLED IN THE STUD MEETING. PR0DUCING A L0AD OVER 200 POUNDS SHALL HAVE ADDTONAL FRAMING INSTALLED TO 1 ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E]OXX TRANSFER THESE LOADS TO THE MAW STRUCTURAL BEAMS DR WALL UNLESS OTHERWISE ELECTRODES.CONTRACTOR SHALL PAY SPECIAL AU ENRON TO THE MEANS AND METHODS OF 4 DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO: NORTHPOINT APPROVED. CONSTR.TION THEY ANTICIPATE EMPLOYING ON SHOP WELDS MAY NEED TO BE FIELD WELKIN TO D E PROJECT.SOME WELDS SHOWN AS A ACKNOWLEDGE THE SPECIAL INSPECTOR PROGRAM AND THE SPECIAL INSPECTOR AND TESTING AGREEMENT M PWM PROVIDED BY E LOCAL JURISDICTION. 11 WHERE REOURED,SESMO BRACING FOR MECHANOMAG ELECTRICAL EQUIPMENT, B THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWRGSAND IMPROVEMENTS SPRINKLER PIPING OR OTHER NONSTRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE E HOT-DP GALVANIZING(AS REQ' PER ARCH) SPECIFICATIONS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE]STRUCTURAL CALCULATORS ANC 1 HOT-DIP GALVANIZING SHALL BE PROVIDED WHERE INDICATED N THE DRAWINGS IN CORRECTOR THEN IF UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING OFFICIAL DETDETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. ACCORDANCE WITH THE FOLLOWING. C THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTSINS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, a. GALVANIZE STEEL MEMBERS,FABRICATIONS, AND ASSEMBLIES AFTER FABRICATOR BY THE ARCHITECT,ENGINEER,CONTRACTOR, MA AB AND(OTHER DESIGNATED PARTIES),IN A TIMELY MANNER,AS ESTABLISHED AT 12 PNOVIWE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123. THE PRE-CONSTRUCTION MEETING. AM(WILL REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF b. GALVANIZE BOLTS,NUTS,WASHERS AND IRON AND STEEL HARDWARE COMPONENTS IN D THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL.REPORT STATING WHETHER THE WORK REQUIRING SPECIAL THREE HARD COPES OF SUBMITTALS.THE CONTRACTOR WILL BE RESPONSIBLE FOR ACCORDANCE WITH ASTM A153. NSPECTON WAS INSPECTED.AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DUPLICATING MARK-UPS IF ADDITIONAL COPIES ARE REQUIRED.SUBMITTALS WILL BE REVIEWED c. SAFEGUARD PRODUCTS AGAINST STEEL EMBRITLEMENT IN CONFORMANCE WITH ASTM DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING 7185 SW SANDBURG AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS ALL SUBMITTALS SHALL BE A143 CODE. EVIEW ED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE EGINEER. a GALVANIZE RENFRCNG STEEL IN ACCORDANCE WITH ASTM A767. STREET NLESS OTHERWISE INDICATED,SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING. a WHERE GALVANIZED STEEL WILL HAVE ADDITIONAL COATINGS,PREPARE SURFACE FOR 5 DUTIES OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED TO PREFABRICATED STRUCTURAL MEMBERS AND COMPONENTS(E G.WOOD TRUSSES,OPEN- PAINTING IN ACCORDANCE WITH ASTM 063860R POWDER COATING IN ACCORDANCE WITH A NOTIFY THE SPECIAL NSPECT0R THAT THE W0RK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH SUITEOOO WEB STEEL JOISTS AND GIRDERS,ETCJ. ASTM 07803. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. I REPAIR AREAS DAMAGED BY WELDING,FLAME CUTTING OR DURING HANDLING,TRANSPORT 8.ALL WORKO REQUIRING SPECIAL WSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED TIGARD,0R 97223 CONCRETE MUIDESONS OR ERECTOR BY ONE OF THE APPROVED METHODS IN ACCORDANCE W OH ASTM A/80 AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BULDNG OFFICIAL. ALL REINFORCING STEEL. WHENEVER DAMAGE EXCEED RE INCH IN WIDTH MINIMUM THICKNESS REQUIREMENTS C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB CURTAINWALL AND STOREFRONT SYSTEMS. FOR THE REPAIR ARE DESCRIBED IN ASTM A123 SHE. EXTERIOR RAILING SYSTEMS. 9 AIR HOLES REQUIRED BY THE GALVANIZING PROCESS ARE TO BE INDICATED ON THE SHOP D. MAINTAIN AT THE JOB SITE.COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. DRAWINGS AND MPGVEX BY THE ENGINEER PRIOR TO FABRICATION AND GALVANIZING. 13. ODER DESIGNED ITEMS ERIP00(DEFERRED SUBMTMS)SHALL BE DESIGNED BY,AND BEAR THE WHERE AIR HOLES ARE EXPOSED TO WEATHER OR NEW,THEY ARE TO BE FILLED AND 6 IN ADDITION TO THE INSPECTION D TESTING REQUIREMENTS INDICATED IN THE 1.B FOLLOWINGC,THE FOLLOWING SHALL ALSO APPLY. TAMP OF AN ENGINEER(PRODUCT ENGINEER) RED IN THE STATE WHERE THE PROJECT GROUNO SMOOTH FOLLOWING THE GALVANVING PROCESS FOR WATER-TIGHTNESS AND A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ME AS FOLLOWS. IS LOCATED SEE DEFERRED SUBMITTALFOR AO TABLE FOR ADDITIONAL REQUIREMENTS AND ITEMS VISUAL APPEARANCE. 1 OBTAIN R TEST CYLINDERS BONES FOR EACH 100 CUBIC YARDS PLACEDCYLINDERS PORTION THEREOF IF LESS FIRST THIN'100 CUBIC CLASSIFIED AS DEFERRED SUBMITTALS YARDS IS E PLSS THAN CYLINDESTRENGTH, AT HOLD 2)DAYS AND(A) FOR SD AY B AK)(IF T 4 HCSL 28 DER FOR 56 ER BREAK REQUIREDISLE33RAIN OILY IF HOLD(2)STRENGTH CYLINDERS IN NOT HOLDDAYBREAK) 4TH CYLINDER FOR 58 DMSION2 ARE WOPo( DAY BREAK.BREAK 4THVEDCYLINDERIXONLYIFRE BEEG ITNOTMETWNBA(C) CIGERS O LDAYS 2 VERIFY THATFORHL TRUCKS HE ARE BERG DELIVERED TO THE SITE BATCH TICKETS SHOULD BE A. GENERAL CHECKED FOR All R IN CONCRETE THE SITE 1 REMOVEP EA ORGANIC MATERIAL ANO TOPSOIL FROM AREAS UNDER THE BUILDING 0R UNDER B POST INSTALLEDANCHORSTINU !O CONCRETE IANDINSPECTOR A INDLL ICATED E IN THE D SPEC L INSPEC. PAVED ARE0.9. 1 PROVOE'LONTINUTO B OR'PERIODO'IGPECTKN AS CTU N THE SPECIAL INSPECTION TABLE(THS SHEET) INSPECTIONS ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALWTON REPORT 2. FILL MATERIAL TO CONSUT OF A GRANULAR MATERIAL R CONDITIONED SITE MATERIAL.PLACE AND INSTALLATION INSTRUCTORS. FILL IN LIFTS NOT TO EXCEED B INCHES AND COMPACT TO 9514 STANDARD ASTM 0-155]UNDER 2 A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. FOOTINGS,UNDER PAVED AREAS AND UNDER FLOOR SLABS CC EVALUATOR REPORTS ARE AVAILABLE ONLINE AT WWW ICC-ES RG,AND WPM°EVALUATIONS REPORTS ARE • AVAIIABE AT WV YNPMOES.RG. SHEET TITLE 3 BASE MATERIAL IMMEDIATELY UNDER SLAB TO BE 6 INCH LAYER OF COMPACTED CRUSHED R0CK 3. WHERE PERIODIC INSPECTION IS ALLOWED WITH LESS THAN 591/PASSING THE 4200 SIEVE. • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALUTON TO VERIFY MATERIALS AND NOTES AND PROCEDURES AS REQUIRED BY THE EVALUATOR REPORT. 4 ALL FOOTINGS TO BEAR A MINIMUM 10 INCHES BELOW FINAL GRADE ON FIRM,UNDISTURBED SOL • SUBSEQUENT RSTALUTIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL SPECIAL OR APPROVED COMPACTED FILL.NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL ARE PERMITTED TO BE PERIOOIC.LLLY INSPECTED. CONDITIONS ARE ENCOUNTERED IN THE FOOTING EXCAVATIONS. • A NEW INITIAL INSPECTOR SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR INSPECTIONS INSTALUTION OR CHANGE N THE ANCHOR PRODUCT BEING INSTALLED 5. DO NOT EXCAVATE CLONER THAN 21 SLOPE BELOW FOOTING EXCAVATIONS • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD,THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTORS TO CONFIRM CORRECT HANDLING AND INSTALLATION.IF DISCREPANCIES ARE NOTED, 6. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL CONTINUOUS RSPECTION SHOULD BE PROVIDED FOR ALL SUBSEQUENT ANCHORS. 4 ADHESIVE ANCHORS IN CONCRETE SHALLADE21DOSATTHEORM TO THE FOLLOWING • CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME Of ANCHORLEDISV TON. PdICIMI�.CONCRETE ARO RFNFORCJNG • OVERHEAD CONTINUOUS INSPECTION IS REQUIRED FOR ALL ADHESIVE ANCHORS INSTALLED IN A HORIZONTAL TO VERTICAL A CONCRETE MIX/MATERUL • VERHEA ORIENTATION. 1 STRENGTH:AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL TO VERTICAL OVERHEAD ORIENTATION ARE TO BE DONE CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE NS T'O'.PENDING ON THE PLANTS STANDARD BY A CERTIFIED ADHESIVE ANCHOR FOINSTALLERRIO (AM)AS CERTIFIED THROUGH ACI AG IN ACCORDANCE WITH ACI DEVIATOR AS SPECIFIED IN ACI 318.PROVIDE MIX DESIGNS TO THE ENGNEER FOR ALL • ADHESIVE 1DMESIVE ANCHO.33.INSTALLED REQUIRED FORENOON). CONCRETE TO BE USED CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USESNFUrvCR R$OINNA NgHORVONTAL TOVERTINALACTUREAS ISTRUCTONSRF TO UTILIZER PISTON PLUG OR RETAINING GAP IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 2 511NIMUM MIX REQUIREMENTS LOCATION MIN.COMP. SLUMP MIN.CEMENT ADMIXTURES FOOTINGS AND STFMWM I S S30W PSIH Ill CONTENT 5 170IB NONE STRUCTURAL OBSERVATION MISCFI I BRED!S 3 O.PSI 13'-5' 470 I R Ib1 (a)- SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT WOOD FRAMING PRIOR TO COVER P ENGINEER EXCEPT BY WRTEN APPROVAL FROM ENGINEER. IC)- W.=WATER REDUCING AGENT. SUBSTANTIAL COMPLETION OF STRUCTURAL STEEL ERECTION P ENGINEER 3 USE TYPE I CEMENT,PER ASTM C-ISO UNLESS OTHERWISE APPROVED STRUCTURAL 085ERVAT0N NOTES: A AGGREGATES PER ASTM C33 USE 3/4 NCH ANUS UNLESS OTHERWISE NOTED R APPROVED / THE CONTRACTOR SHALL BE RESP0NSIE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS R g ADVANCED OF REQUIRED OBSERVATON(S)APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE 5. WATER REDUCING AGENT(WRA)SHALL BE P0LYHEED WO 0R DURACEM 55(MINMUM b OZ PER OERVATION BY THE ENGINEER OF RECORDENGINEERRD AND APPROVAL BY THE OF RECO DOES NOT PRECLUDE THE L 1 W POUNDS CEMENT).COMPLY WITH ASTM C-ABA BS INSPECTION PROCESS BY THE MUNICPAL NSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR NSPECTO. 8 PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS 2 UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDRG OFFICIAL a WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL RSERVATONS MADE THE REPORT SHALL IDENTIFY ANY • S ]. SLEEVES,PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL REPORTED DEFICIENCIES WHICH HAVE NOT BEEN gEGOLVEO. DRAWN BY CONCRETE UNLESS EFFECTIVELY COATED Lt B REINFORCING ALL REINFORCING TO BE ASTM A815 GRADE 80 UNLESS OTHERWISE NOTED x F 2. PRACTICE ANDRINSTALL REINFORCINGEINCECONCRETE CC TO THE MANUAL O.315ARD PRACTICE FOR DETAILING UNENFORCED CONCRETE STRUCTURES-ACI STPNDAG 315 DEFERRED STRUCTURAL SUBMITTAL(BORER DESIGN) cc PREFABRICATED PLYWOOD WEB WOOD CHORD IJOSTS 3. SPLICES IN WALL AND FOOTING REINFORCING SHALL BE LAPPED 40 BAR DIAMETERS(2-0• S MINIMUM)AND SHALL BE STAGGERED AT LEAST A FEET AT ALTERNATE BARS. DEFERRED SUBMITTAL NOTES'. t 4 LAP ALL BAG IN CONTINUOUS AND INTERSECTING FOOTINGS 2.0.R 40 BAR DIAMETERS WHICHEVER S GREATER 1 BIDDER DESIGN ITEMS(DEFERRED SUBMITTALS)SHALL BE DESIGNED BY,AND BEAR THE STAMP OF AN ENGINEER 9 (PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED V 4 2 TSHALL CALL TAL OTHE ATTENTION TIFYTION THATOLMEN DEVIASONSEH0T HAVE BED EN FROM THEEVIIAK ATIO DESIGN INSOLELYWAY,R SHALL CALL TO THE ATTENTION OF VLMK ANY DEVIATIONS THAT HAVE BEEN MADE.DEVIATIONS MADE SOLELY FOR C CONVENIENCE 0R WITHOUT G00D RATIONALE MAYBE CAUSE FOR REJECTING THE SUE AITTAL. 3 THE PRODUCT ENGINEER SHALL NOT RELY ON A THIRD PARTY FOR INTERPRETATION OF VLMES DOCUMENTS AND O DESIGN REQUIREMENTS.THE DEFERRED SUBMITTAL SHALL BE ACCOMPANED BY A LETTER FROM THE PRODUCT ENGINEER NOICATIG THAT THEY HAVE RECEIVED A COPY OF THE DESIGN DRAWINGS AND SPECIFICATIONS AND HAVE REVIEWED THEIR DESIGN FOR COMPLIANCE WITH THE DESIGN DOCUMENTS.CONTACT INFORMATION FOR THE PRODUCT ENGINEER SHALL BE PROVIDED WITH THE SUBMTAL.FAILURE TO PROVIDE THIS INFORMATION MAY BE CAUSE FOR ICI REJECTING THE SUBMITTAL , u 4 SUBMITTAL DOCUMENTS SHALL BE REVIEWED BY THE CONTRACTOR AND SUBMITTED TO THE PRCHAECT OR ENGINEER /`�- Zi OF RECORD FOR REVIEW HE .AFTER FEVER,AND SUBJECT TO BEING IN GENERAL CONFORMANCE WITH THE CONTRACT J ON 0 DOCUMENTS.T ENGINEER WILL RETURN THE SUBMITTAL TO THE CONTRACTOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE REVIEWED BUILDING TO THE BUILDG DEPARTMENT FOR DEFERRED PERMIT APPLICATION.THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN ISSUE FOR PERMIT ab.18.21 AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. •• Lrs ARCHITECTS 720 NW Saris 503 221 1121 IR Suite 300 503 221 2077 RI Portland OR 97209 ww«.Irsar<niteds corn OPEO PRDFE 00 O O . O O O D W G9 ' e'-6117 15'-9Ilt 20-0' 20'-0' 2a-0' 15'-31/C c0`Br GIANOR 'EXPIRES:1Y3113021 I I I I I I I I I I I I I I I I I I I I _ CONSULTANT VLMK I I I I I I I 1 1 ENGINEERING+DESIGN 3933 S Kelly Avenue T- - Portland,Oregon 97239 503.222.4453 VLMK.COM • � ,. - I I j t - - ., PROJECT NUMBER 10210110 j O NORTHPOINT r PWM 1 I I I I I I I IMPROVEMENTS -t = - t------- t- t t t 1411111 I 1 I 7185 SW SANDBURG STREET SUITE000 1 t 1 I l I I TIGARD,OR 97223 .• F • I F I I 1 - I !! I -y -y I I FOOTING WITH O}`V` FOOTING WRMEEP M.`\ I SITE AND FIRST •I X5 BARS EACH WAY Jj� I.IIISBMSEACHWAY T i� I FLOOR PLAN I I I t I, I AN', I 1 — — —4— — — --- I--- -----I-- — ----I-- ---_L_ CO—_,_ 2 5 b 1 MAX!VP y . L POST,,TYM E POST,Oe1le:AL M � FOUNDATION PLAN CROWS AR 2 r 3/16'.1.0. l£ FOUNDATION LEGFND: FOUNDATION NOTES. i e (E)STUD WALL 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH T' (E)CONCRETE STEM WALL ARCHITECTURAL DRAWINGS A: (E)INTERIOR NON-BEARING PARTITION WALL 2 CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE '----" FOLLOWING CRITERIA.TOP OF FOOTING TORE MINIMUM 1r (VERIFYEMENi IN FIELD) BELOW FINISH GRADE AND FINISH FLOOR.BOTTOM OF FOOTING ■ MI COLUMN PER PLAN TO BE A MINIMUM OF TB'BELOW FINISH GRADE II IE)COLUMN B a si IX b rA • r TYTTYTTYTTTTTYTRY YY'YYYWYYYYW'Yl'V • TY'P>viII> T''P>3ns II null_vs III.POST CAP. \ _3E'MAX ABOVE TYPCAL ADJACENT GRADE 0 EXISTING BEAM PER PUN ARCHITECTS (2)1IT ON,THRU . Typ 1M II ` 720 NW Davis SD3zz1.1'r 8 Suite 300 503221.2077 BOLTS AT 2112' ,- - Portland OR 97209 N'Yrv.Irserc3tects coin O.C..TYPICAL 116V <ttP POST PER - .3 NOTE. FOR CLARITY SHOWN •PLAN,TYPICAL FOR CLMITV 0 5/t 6'202'4,90 P LZx2x1/6,TYPICAL ' • m�q ,� G F9i - yY' s3 - MESH PANEL PER 1M SIMPSON'CC05-650525'COLUMN CO `x'i6 Le O ARCH,ATTACHMENT l')- ti- CAP,SHIM AS REQUIRED TO FITEXISTING SHEATHING,FIELD VERIFY CBy P'' BY OTHERS TIGHT UNDER EXISTING BEAM G. ANQE r -Z- EXISTING JOIST BEYOND PER PLAN IE%PRE5.1 2/312 0 21 I 112 TYP y ` w POST PER PLAN (2)5'xTx1N'THICK A 1N'x0.E0'D BASE PLATE 1 1 ^ . STEE2.A 11. S,TYPICAL H582x2x19 POST WITH(2)SR'DNx4' D■Iy- - EXPANSION ANCHORS MITRE CORNERS. 1 SEE DETAIL(2/S31j µ 10"THICK STEEL PLATE • NO W rt TYPICAL \ . u FOR POST ANCHORAGE /• Z+ E00 ANCHOitS BEO • O 116 // /S ENT ORIREQUIREO TO FR EPDXY E BASE PLATE BED 4 MELS AT N NT113.OO • / OAS REQUIRED WITHIN DEMISING EDGE OF EXISTING SUB ti•�. :.-, ''.+^+. EK�TIrvG CONCRETE I //// EXISTING SLAB ON GRADE ___ m ) -._ ._... _......_ __ CONSULTANT a •-O'Ml1JI - NEW JOIST PER PUN 1 `EXIBTWG BEAM PER PUW V L M K 1 TPROVWE WEATHER PROTECTION OR GALVANIZE AS REQUIRED PER ARCH ` 't2' FOOTING SIZE AND SMPSON',MU9.;J// NOTE. AT A MINIMUM ALL BOLTS TO BE GALVANIZED OR STAINLESS STEEL / 6'MIN REINFORCING PER PUN FACE MOUNT HANGER COORDINATE REQUIRED MEP JOIST 2. GRIND ALL WELDS SMOOTH (VERIFY) OA I 3. - - ENGINEERING 4.DESIGN t PENETRATIONS N/H RICTDESIGNER TVP PRIOR i0 DESIGN/FABRICATION 1 RAILING DETAIL 2 RAILING ANCHORAGE DETAIL 3 FRAMING DETAIL 4 FRAMING DETAIL 3933S Kelly Avenue S3.1 TT2-=1`1' S3.1 1112" I'S' S3.1 t=,-o' S3.1 t=T-v Portland,Oregon97239 593.222 4453 VLMK.COM 2x6 BLOCKING,SECURE TO EACH STUD WITH 2)SMPSON'A35'CLIPS STUD PER PLAN STUD PER PLAN PROJECT NUMBER 20210210 i' i NORTHPOINT AQ PWM IMPROVEMENTS ' A ' �+ " EDGE NAILING PER PLAN t?xe'x REQ'D PLATE AT 4'-0'OC SHEATHING PER PLAN SHEATHING PER PUN ^ � MAX WITH(4)3A'DO THRUAOLT5 SIA E MOUNT H 7185 SW SANDBURG 4 MAX TTT FACE MOUNT HANGE0. GUTTER PER ARCH WA REODKNIFEPUTE JOIST PER PUN STREET STUD WALL PER PLAN STUD WALL PER PUN ' OA O SHEATHING PER PUN O MESH PANEL PER ARCH -JOIST PER PLAN ---_ SUITEOOO HOL'' EQ EO _mh12'x4.x5.PLATE ` GUTTERBEATPERPLAN TIGARD,OR 97223 � ALIGNOWRNOUTSN PER�IDE T1WWELD AS REQ'D ��iY� PER MCHv FACE OF STUD SHEARWALL ANCHORAGE TO SEAL,TYP REC70 111,4'x S.PLATE �� PER SCHEDULE I �.}� ■ .�I�,. III ::,:l 3R"OW x12 EMBED ■��•I� SUDWHE,RE CLIP PAT EACH • EPDXY ANCHOR PE::: g ~t 12'MIN TOP 6 BOTTOM TOP 6 BOTTOM SMPSON'LST21' xIIISTRAP AT EACH JOIST HSS OUTRIGGER CANOPYANOCONNECTONI �N MEMBER PER PUN AX. PER DETAIL(T/99.1) F M IGN wRH OUTRIGGER • -�~ I 4 I SS LOLATWNS I w I ' EXISTING FURRING EXISTING FURRING HSS4xt*Il4 MAIN MEMBER I �� FINISHES PER MLM,`►I WALL BEYOND SCREWS,'SD525112 �� '12"MAX SCREWS,TYPICAL `�• C Y FICA I EXISTING CONCRETE WALL EXISTING CONCRETE WALL RUDER AS OCCtIR3, TT� SHEATHING PER PLAN PRIPEDEHSKIEWHE E O FINISHES PER ARCH.- � CANOPY STANCHIONSI STRUCTURAL TYPICAL I OCCUR DETAILS STUD WALL PE0.PUN _ 5 HOLDOWN DETAIL 6 FRAMING DETAIL 7 FRAMING DETAIL 8 FRAMING DETAIL S3.1 ''=''.V S3.1 ''•*.' S3.1 1'•1.0' S3.1 ''•''-a F 1 122 PER ARCHMESH IN 1N 12-2 (3)SIDES 4. S !e 351OE5�-�-� 'N PROVIDE WELD BACKER OR 1111111111011111111111111111111111 • O 3 SIDES NOTE 1 INCREASE WELD SIZE AS REDS TO SEAL CONNECTION 3 SOES l4 ti BETWEEN THE END OF ONE TYP y HSS AND THE RADIUS OF THE MESH INFILL 1 TYPCALIAI '':: e O O OPPOSING HSS PANEL PER ARCH/ ORA:'�F ERO o ATO OUTSIDE PERIMETERHSS4x4xt14 0 3510E5 P w e ANGLO.1T LEDGER ANGLE,TYPICr1L AT $ HS54x4x1M.TYPICAL Ai OUTSIDE PERIMETER il OUTSIDE PERIMETER 0 TYPICAL AT ANGLE. OUTSIDE 9, PO e 33 ERIMETER �� 1N 12-2 e O ill 0, ��= ii HSS31N11/h1N-► I- N 3 SIDES AT SM CONDITION,NO ANGLE OCCURS O SHEET. ANDNSS SAES VARY S3. 1 9 CANOPY DETAIL 10 CANOPY DETAIL 11 CANOPY DETAIL S3.1 ''=''a" S3.1 1.''.u• S3.1 '' ''', • ISSUE FOR PERMIT-06.16.11