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Plans (103) ii,yo csvU 72AJD,4y4-- t (K) OD O E O O 12'-3 5/8" 13'-8 3/8" 13'-8 3/8" DETAIL "1" 12'-3 5/8" DETAIL "1" _ DETAIL "2" DETAIL "2" OPP, ---../ CD ( 0 Ire H i I 7 11 H I 1 1 i 1 1 1 1I I 1 1 I 1 I - EDGE OF P-T SLAB I I L1i 1I I ° N N End= 4 da MK 102A MK 102A I I o a 4.-6 3/4" CI MK 102A MK 102A MK 102B / d d — f 1'-8 5/8" �_ / \ - Confirmed. APPROVER VERIFY i I o o Stab is 13" IF THE EMBED PL CIDCD 7 -a) -a) SHOULD BE 13" MK 102A I NOT 14". MK 102A O } MK 102A SECTION A—A \, O MK 102A MK 102A / M •• ■ VERIFY MK 102B MK 102B I f A il ±A A 11 /11A/ r ii ID a MK 1026 II - - kms."-� ,, i ••••:,-',Wa C)I- t - " — — , � MK 102B � �.,,';T'°r s,�� 1��,`a ro ( 11 - ( I '::31.;11L�DI G L"aV! ION II 1 I I I II , I I I II -- _____I ) This wall face moved L — ) soth 5". Embed will no OFFICE Copy `- — I longer work for rail return. DETAIL"3" "3" OPP. EDGE OF P-T SLAB 0 City of Tigard ,,-Cm)) Appro ed Plans I I By"w" Date •imDETAIL "4" DETAIL "4" DETAIL "6" , I-3', )(1/ OPP. \,- — — — ---, i ..9— — — — 7-, — — 1 I� 1 I : 1 11 I ( 1 ( 1 I I NOTE: 11 I „ I 1. FOR DETAILS "1” THRU "6" SEE DWG E5. • 1 _ /,,_ _ _. - - - - - - - - - ) 1 CD - - -,__ __ __ __ ___ THIS DRAWING INCLUDES: DETAIL "5" EMBED LAYOUT N P—T SLAB PLAN EMBED LAYOUT (FOR WOOD COLUMN CONN. & GUARDRAILS CONN.) P—T SLAB PLAN ' WOOD COLUMN CONN. & GUARDRAILS APPROVER VERIFYnn � � FOR:ALL DIMENSIONS B 4/4/19 REVISED PER DESIGN CHANGE. RR FROM—EEE n 1 INIE—AL FL o IIT� �O CQ� NO9 NCin KEYWAY CORP. PROJECT. 72ND AVENUE APARTMENTS DRAWING NUMBER A 1/21/19 FOR APPROVAL RR DETAILING DRAWN CHECKED DATE 11740 SW 72ND AVENUE, WARD, OREGON REV DATE DESCRIPTION BY ARCHITECHNICAL, INC. RR RR 1/19 72A-E4 H OPP. OPP. N B 0 IWOOPF 120" O 1'-9 3/4" (OPN'G) NI 1 U'/2 1, 1" MK 102H 6 9 1 2" / 1 2 '.P Q 3'-6 5/16" 3'-3 3/8" 1 '4, 4„ / 1' 0 x TYP (3) = 7'-0 5/8" MK 102K MK 102KrD - PLCSI 1 71 V ai' Maif E!1 MK 102H -IN GUARDRAIL ' •• MK 102H GUARDRAIL (REF.) MK 102K MK 102K (REF.) CD � MK 102A 2' 1/2° y4,_,-- , -,.. � / f .co d S 9; p" 0" II ^ o S ii'' S (DPN G) s I GUARDRAIL IlL IB MK 102K (REF.) MK 102K / r D DETAIL "1" DETAIL "2" DETAIL "3" (FROM DWG E4) (FROM DWG E4) (FROM DWG E4) APPROVER VERIFY DIMENSIONS F LOCATING EMBEDS MK 102A 7 f L li MK 102K il \P L_ oo M MK 102H i TYP PLCS) 16'10" 1., FI! 'PN GUARDRAIL (REF.) (0 G) o a . - ' :,, 0„ MK 102K 4 1/4" 1 0 0 MK 102A TYP (4) JJ „S (OPN ) PLCS 1`'_ " 4'-10 3/4" 1'�4 GUARDRAIL MK 102K MK 102K ° '2 102K (REF.) GUARDRAIL (REF.) H �F , 64 1 _ H- 4„ : 7" 7„ 4" 4" 4' 10 3/4" 4 1'-9 3/4" 1" 1 1" 4 1/4" • 8' 4' 0" /o" au;Q' o 'V (OPN'G) O "6" (FROM DWG E4) ��nn nn � ��fn1 O OPP. FROG MMIEN [METAL Ont RDCATID S, NC. DETAIL "4" DETAIL "5" DETAILING DRAWN CHECKED DATE (FROM DWG E4) (FROM DWG E4) ARCHITECHNICAL, INC. RR RR 1/19 THIS DRAWING INCLUDES: D 4/4/19 REVISED PER DESIGN CHANGE. RR EMBED LAYOUT is, DETAILS C 2/20/19 UPDATED NOTES. RR TYP WOOD COLUMN TO P—T SLAB & GUARDRAILS NOTE: FOR KEYWAY CORP. B 1/29/19 FOR APPROVAL, ADDED SECTION MKS. RR 1. TOP FACE OF EMBEDS MK 102A & MK 102H FLUSH W/TOP OF P-T SLAB. PROJECT. 72ND AVENUE APARTMENTS DRAW/NG NUMBER 2. FOR SECTIONS SEE DWG'S E6 THRU E9. A 1/21/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, 1JGARD, OREGON 72A—E5 REV DATE DESCRIPTION BY adjust for post FACE OF WALL 4"to F.O.Structural 6x6 Post 9-1/2"to outside face of i FACE OF WALL 6x6 post, typical 10\/6" 6q6" _1pr' 2 SP @ 3'-9 1/4" = 7'-6 1/2" - 4/1/ 10' 10 SP,c@i74 1/4" ,1(" I4 /8" 8 SP @ 4 /2" 4 y " VERIFY = 3' 1/2" !'J ___1___ TYP —1___ MK 1078 = 3 MK 107A for post adjust 3-1/2" Max clear at rails on wood framed decks, 1 1 2,0 typical .....il 1 i 1 1 T/DECK 3'6"MIN /_T/DECK (REF.) ; (REF.) j j — -N V 1-3 114" to co M bottom of beam t r r t IVERIFY deck slopes, adjust posts _ TYP &attachment holes for VIEW B—B (SIM.) VIEW A—A (SIM.) slope. maintainplumb (@ LEVELS 3 THRU 5) p (@ LEVELS 3 THRU 5) posts. 3-1/2" Max. clear from bottom rail to deck, typical FACE OF WALL FACE OF WALL 11 1X/0" 0 4' 0" 3'-6 3/8" I 2 SP @ 3'-0 5/16" = 7'-0 5/8" \VII4' " 7 SP @ 48" 5" 4,1 /16" 15 SP cik @ 4/5/8" 3/16" = 2'-8 3/8" MK 103A (A/S) vv = 5'-9 /8" MK 1038 (0/H) •i 1 I 1 MK 1038 (0/H) 1 1 I I3'6"MIN >`f I I 1 I I I `t� 11 P-T SLAB I r P-T SLAB x (REF.) x ( ) jr d _ -- _ a. 4 _ d — d a - d O Qd d 4 M a a a d d a 4 4 d a 4 d _ _ a P.T. slopes, adjust posts for slope. maintain plumb VIEW A—A posts. 3-3/4" Max. clear VIEW B—B (FROM DWG E5) from bottom rail to P.T., (FROM DWG E5) typical 3-3/4" Max clear at rails on P.T., typical APPROVER ALL DIMENSIONS FRMTER METAL FABRICATIONS INC DETAILING ARCHITECHNICAL, INC. DRAWN RR CHECKED RR DATE 1/19 THIS DRAWING INCLUDES D 4/30/19 ADDED MK NUMBERS. RR GUARDRAIL VIEWS C 4/12/19 REVISED PER DESIGN CHANGE RR EXTERIOR GUARDRAILS FOR. KEYWAY CORP. B 2/20/19 FOR APPROVAL RR PRDIECT: 72ND AVENUE APARTMENTS DRAWING NUMBER A 1/29/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, 17GARD, OREGON REV DAZE DESCRIPTION BY 72A-E6 FACE OF WALL FACE OF WALL FACE OF WALL FACE OF WALL j 9'-0J7'-6" V " 10 6'-8" ,' 4" 10" 5'-2" 10" 4" - . 4 1/2' 16 SP @ 4 7/16" 4 1/2" 4 3/8" 12 SP @ 4 7/16" 4 3/8" f— 4= 4'-5 1 = 5'-11" / � — _ 1 . I MK 1088 I MK 108A (A/S) MK AAAA (5TH FLR) i i iiHIiuIIIiiuIIIuIiiuIH iII 1 itI II T/DECK i I � T/DECK i � � (REF.) (REF.) • • • • • • • • II II r, II II VIEW C-C (SIM.) VIEW D-D (SIM.) (@ LEVELS 3 & 4) (@ LEVELS 3 THRU 5) FACE OF WALL FACE OF WALL FACE OF WALL FACE OF WALL I 9,-0" I 7'-6" 1 '0" 7'-3 1/2" 10" 4" 10" 5'-6" _ 10" 4" f 4 7/16" 17 SP @ 4 5/8" = 6'-6 5/8" 4 7/16" 4 9/16" 13 SP @ 4 3/8" 4 9/16" i 'I I I I' 1 I i MK 105A (A/S) 1 1 MK 104A (A/S) MK 1058 (0/H) i i 1 MK 1046 (0/H)� 3'6"MINI I I 1 .M I I 11 I I P—T SLAB I cc (REF.) �, 6 - jri'l .' 'I --r---1-7\- 47,4 4 ,),..1-7\ p 4 4 a 4° a ° 4 n °a ° as P—T SLAB (REF.) VIEW C-C 3-3/4" Max clear at rails VIEW D-D (FROM DWG E5) on P.T., typical (FROM DWG E5) APPROVER ALL DIMENSIONS PRI CAMIEn1 METAL F/ 1 o nlOCG".1MDGINEfl [EC DETAILING ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DATE 1/19 THIS DRAWING INCLUDES: D 4/30/19 ADDED MARK NUMBERS RR GUARDRAIL VIEWS C 4/12/19 REVISED PER DESIGN CHANGE RR EXTERIOR GUARDRAILS B 2/20/19 FOR APPROVAL RR FOR KEYWAY CORP. PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER A 1/29/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-E7 A REV DATE DESCRIPTION BY FACE OF WALL adjust for post 9-1/2"to outside face of FACE OF WALL - 6x6 post, typical 6' 6" if" 4" 10" 6'-0 1/2" 10" IF 10" 10 SP @ 4 1/4" 10" 4" 4 5/16" 14 SP @ 4 9/16" 4 5/16' = 3'-6 1/2" adjust for post MK 109A—� i 3'6"MIN ,11/— K 1076 T/DECK I I I I I I I I I i T/DECK (REF.) (REF.) 771 1 1 ust VIEW F—F (SIM.) &a tachment holes forsts VIEW H—H (SIM.) (@ LEVELS 3 THRU 5) slope. maintain plumb (@ LEVELS 3 THRU 5) posts. 3-1/2" Max. clear from bottom rail to deck, FACE OF WALL typical FACE OF WALL 10'-6" 8'-0" 4" 10" 3'-0 3/8" 2 SP @ 3'-0 5/16" = 6'-0 5/8" 3' 3" 6'-7" 10" 4" 4 1/';" 6 SP @ 4 9/16" 4 1/2" 4 13/16" 15 SP @ 4 5/8" 4 13/16" = 2'-3 3/8" = 5'-9 3/8" I _ ,' Mil MK 106A (A/S) MK 106A (AA) h,HllIllI011!lliJI iQD 10 I I " 36MIN VT . _ d d- a d 4 d a d .O _ a s a 4 VIEW F—F VIEW H—H (FROM DWG E5) P.T. slopes, adjust posts (FROM DWG E5) for slope. maintain plumb - posts. 3-3/4" Max. clear from bottom rail to P.T., typical APPROVER VERIFY ALL DIMENSIONS PAOHTIER METAL F IIIATKAS NC. DETAIL/NC ARCHITECHNICAL, INC. °RA" RR CHECKED RR DATE 1/19 THIS DRAWING INCLUDES: D 4/30/19 ADDED MK NUMBERS RR GUARDRAIL VIEWS C 4/12/19 REVISED PER DESIGN CHANGE RR EXTERIOR GUARDRAILS FOR. KEYWAY CORP. B 2/20/19 FOR APPROVAL RR PRGVECT.• 72ND AVENUE APARTMENTS DRAWING NUMBER A 1/29/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, HOARD, OREGON 72A-E8 A REV DATE DESCRIPTION BY FACE OF WALL FACE OF WALL [ FACE OF WALL FACE OF WALL j 1 8.-0" I I 16'-0" I 4" 10" 5'-8" 10" 4" 4" 10" 2 SP @ 4'-6 11/16" = 9'-1 3/8" 4'-6 5/8" 10" 4" 4 3/8" 13 SP @ 4 9/16" 4 5/16" 4 1/2" 10 SP @ 4 9/16" i --► = 4'-11 5/16" i I = 3'-9 5/8" MK 1098 \ — 1 MK 110A—� o r T DECK I 1 T/DECK—\ I I (REF.) - (REF.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • • . a . • • • • . • • . • , • • VIEW K-K (SIM.) VIEW M-M (SIM.) (@ LEVELS 3 & 4) (© LEVELS 3 & 4) 9"-GC verify. 4"face of wall shtg. to centerline of post. FACE OF WALL FACE OF WALL FACE OF WALL FACE OF WALL I FACE OF WALL FACE OF WALL 8' 0" 7' 6" I 1' o" 7'-6"C I 7-7 1/2", typ ea side 4" 10" 5.-8" 10" 4" 4" 10" 14 SP @ 4 5/8" = 5'-4 3/4" 10" 10" 14 SP @ 4 5/8" = 5'-4 3/4" 10" 4" 4 3/8" 13 SP @ 4 9/16" 4 5/16" , y = 4'-11 5/16" j MK 105C 114" /—MK 105C 5'-3 1/2", typ ea side k" - MK 1040 I I I I `i I I 1 1 I I l' I I I I co I l I I l I M 1 I I i it P-T SLAB I P-T SLAB I (REF.) (REF.) jr ad - - -_ • c 4 —° a — —a ° -a l v a ,A a e _ Al ° a ° — 4 ° a — — ° — — �— — — a — — — — — a — a — ° — — VIEW K-K VIEW M-M (FROM DWG E5) (FROM DWG E5) AAPPROVER LL DIMENSIONS VERIFY F1�1CDIJVJT[IE1-tT METAL F/r1 o J-IlIICG".1T[IONS, NC. DETAILING ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DATE 1/19 THIS DRAWING INCLUDES: D 4/30/19 ADDED MARK NUMBERS RR GUARDRAIL VIEWS C 4/12/19 REVISED PER DESIGN CHANGE RR EXTERIOR GUARDRAILS FOR. KEYWAY CORP. B 2/20/19 FOR APPROVAL RR PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER A 1/29/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, T/GARD, OREGON 72A-E9 REV DATE DESCRIPTION BY 20'-0" MK 1138 � L J J MK 1138 __ H. a a inasa A a • A a . A a . A a a A • a A a a a a a - A AI A A At A a- a A -a a •e OPEN POSITION il, 4 150 SECTION A—A MK 112A MK 113A 1I SQUARE BLOCK BARREL HINGE 20'-6" TYP (3) EA. SIDE 9'-9 1/2" 9'-9 1/2" MK 1138 MK 1136 MK 112A MK 113A f I I 11111 il" ��I� 1 N 1111 I O 1 10 I I I'' 1. 111!11, in SSS - CN I TV T 1 I 1CN 01 8"to clear curb III 1 �• 1-- I -� — al— — — a FINISH FLOOR a all 1111 ° ° —4 — a — - — — °I-- I —I- a — a ° — — - -� a \__ _ _ _� A , DETAIL "1" VERIFY I LI E Ili Q m I I a I TRASH ENCLOSURE GATE Ia I ELEVATION as [LJ o L � ° � --t-- 1 I 1'-6" 11 . i FRONTIER �l ETQL !FABRICATIONS,RICATIONS, [INC. DETAIL/NG ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DATE 4/19 d FINISH FLOOR Hill Architects Review 2019-09-10 ',Ni --—-�Q THIS DRAWING INCLUDES. TRASH GATES LAYOUT pi i a ��- --_ TRASHASH ENCLOSURE 1"0 X 6" DEEP FDR: GALV. METAL SLEEVES KEYWAY CORP. EMBEDDED IN CONC. PROJECT• 72ND AVENUE APARTMENTS DRAWING NUMBER » DETAIL A 4/30/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, TIGARD, OREGON 72A-E10 /H REV DATE DESCRIPTION BY El BILL OF MATERIAL GUARDRAIL N�p MARK PCS. MARK DESCRIPTION SHIP TOT. PC. FTLEINC ES RE— WT. III HSS 3 X 1 X 1/8 1 MARKS TYP ONE 103A GUARDRAIL ASSEMBLY -- 1 a103 HSS 3 X 1 X 1/8 11 7 3/4 MITER 1 END 35 I 1 6103 HSS 3 X 1 X 1/8 7 7 3/4 MITER 1 END 22 HSS 1 1/2 X 3/4 X 1/8 1 c103 HSS 2 X 2 X 1/8 3 5 10 TYP 1N ' 6 d103 HSS 2 X 1 1/2 X 1/8 3 5 54 I 2 f103 HSS 1 1/2 X 3/4 X 1/8 3 4 7/8 11 2 h103 HSS 1 1/2 X 3/4 X 1/8 3 4 13/16 11 2 k103 HSS 1 1/2 X 3/4 X 1/8 6 5 1/4 21 1 _ 4 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 5 M SQ BAR 3/4 X 3/4 42 p103 SQ BAR 3/4 X 3/4 2 8 214 ,� TYP 1 ONE 1038 GUARDRAIL ASSEMBLY 1 a103 HSS 3 X 1 X 1/8 11 7 3/4 MITER 1 END 35 see comments on drawing E6 1 6103 HSS 3 X 1 X 1/8 7 4 3/4 MITER 1 END 22 HSS e x t 1/2 X 1/8 C 1 c103 HSS 2 X 2 X 1/8 3 5 10 I TYP EXCEPT CORNER IS 6 d103 HSS 2 X 1 1/2 X 1/8 3 5 54 HSS 2 X 2 X 1/8 1 2 f103 HSS 1 1/2 X 3/4 X 1/8 3 4 7/8 11 2 h103 HSS 1 1/2 X 3/4 X 1/8 3 4 13/16 11 CAP ENDS AS REQ'D I 2 1(-103 HSS 1 1/2 X 3/4 X 1/8 6 5 1/4 21 TYP 12 I 4 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 5 \112 HSS 1 1/2 X 3/4 X 1/8 42 p103 SQ BAR 3/4 X 3/4 2 8 214 TYP -A AA M TOTAL WT. 766Jf 11'-7 3/4" J B 2., 7'-5" ONE REQ'D N GUARDRAIL ASSEMBLY (A/S) N MK 103A 6'-7" 10" (@ LEVEL 2) SECTION C-C 4 13/16" 15 SP © 4 5/8" 4 13/ 6" ONE REQ'D N GUARDRAIL ASSEMBLY (0/H) N MK 103B -- (Q LEVEL 2) b103 = 5'-9 3/8" p103/i '1 ill 11'-5" - i C 10" 3'-6 3/8" 2 SP @ 3'-0 5/16" = 7'-0 5/8" 1/2" I 1I (y 5„ 7 SP © 4 5/8" = 2'-8 3/8" a103 p103 (TYP) 1 (TYP) 1 C to n 1 / 1 M N M 1 r m103 1/2" (TYP) Ii I I r- - oI 1 c103 / k103 d103 "' V /------ 2" 6'-5 1/4" 1 1/2" 1/2" 1 1/2" d103 VIEW B-B m103 k...__. - f103 / h103 /----- h103 -\ c103 NOTES: 1 1/2" 1/2' 1 1/2" 3'-4 7/8" 1 1/2" 3'-4 13/16" 1 1/2" 3' 4 9/16" 2" 1. MAT'L: PL'S, L'S, F.B.'S - ASTM A-36 U.N. 'FRONTIER METAL FA o r�IQ©L,=,1TIIOp\1S9 �l1V©O JTUBES - ASTM A500 GR B 2. WELDS: AWS D1.1 DETAILING DRAWN CHECKED DAY3. HOLES: SHOWN ARCHITECHNICAL, INC. RR RR 1/19 4. WELD JOINTS ALL AROUND & GRIND SMOOTH THIS DRAWING INCLUDES: VIEW A-A 5. FINISH: PRIMED GUARDRAIL ASSEMBLY POST—TENSIONED SLAB FOR. KEYWAY CORP. PRWECT. 72ND AVENUE APARTMENTS DRAWING NUMBER A 4/30/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, TIGARD, OREGON 72A—1 03 A REV DAIE DESCRIPTION BY CAP P ENDS AS REQ'D BILL OF MATERIAL r "--- YGUARDRAIL NO.TO SHIP TOT. PC. LENGTH RE- SHIP MARK PCS. MARK DESCRIPTION FT. INCHES MARKS WT. M ii 12� HSS 3 X 1 X 1/8 I _ III/ TYP ONE 104A GUARDRAIL ASSEMBLY 1 y1 a104 HSS 3 X 1 X 1/8 9 2 1/4 MITER 1 END 27 __ - - - - - - - ❑ - I I 1 b104 HSS 3 X 1 X 1/8 1 1 3/4 MITER 1 END 3 AA A HSS 1 1/2 X 3/4 X 1/8 Nii M 1 c103 HSS 2 X 2 X 1/8 3 5 10 9'-2 1/4" TYP 4 d103 HSS 2 X 1 1/2 X 1/8 3 5 36 2 c104 HSS 1 1/2 X 3/4 X 1/8 7 2 24 • ONE REQ'D N GUARDRAIL ASSEMBLY (A/S) N MK 104A I 2 d104 HSS 1 1/2 X 3/4 X 1/8 0 9 1/4 3 (@ LEVEL 2) 2 1104 HSS 1 1/2 X 3/4 X 1/8 0 8 1/4 2 ONE REQ'D N GUARDRAIL ASSEMBLY (0/H) N MK 104B 2 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 3 (@ LEVEL 2) SQ BAR 3/4 X 3/4 I 22 p103 SQ BAR 3/4 X 3/4 2 8 112 TYP ONE 104B GUARDRAIL ASSEMBLY 11" 8-11 1/2" IN. 1 a104 HSS 3 X 1 X 1/8 9 2 1/4 MITER 1 END 27 13 1/16" 10" 7'-3 1/2" 10" I a) 1 6104 HSS 3 X 1 X 1/8 1 1 3/4 MITER 1 END 3 f — -- — -I 1 c103 HSS 2 X 2 X 1/8 3 5 10 3 5/8" 4 7/16" 17 SP I§ 4 5/8" = 6'-6 5/8" 4 7/16" N 4 d103 HSS 2 X 1 1/2 X 1/8 3 5 36 b104 a104 HSS 2 X 1 1/2 X 1/8------."- 2 c104 HSS 1 1/2 X 3/4 X 1/8 7 2 24 TYP EXCEPT CORNER ISSS 2 X 2 X 18 2 d104 HSS 1 1/2 X 3/4 X 1/8 0 9 1/4 3 H / — 11 C / 2 1104 HSS 1 1/2 X 3/4 X 1/8 0,8 1/4 2 I , 1 I 1 I I I 2 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 3 1 I 22p103 SQ BAR 3/4 X 3/4 2 8 112 1/2" 1/2 • 3'-6" Min \� (TYP) I~ I I (TYP) I HSS 1 1/2 X 3/4 X 1/8 'i . ONE 104C GUARDRAIL ASSEMBLY TYPM 1 h104 HSS 3 X 1 X 1/8 7 6 1/2 23 `I 'co1 'co1 4 d103 HSS2X11/2X1/8 35 36 M N in N M 2 k104 HSS 1 1/2 X 3/4 X 1/8 5 6 1/2 18 m103 A 2" 4 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 5 / 16 p103 SQ BAR 3/4 X 3/4 2 8 82 S _ SECTION C-C d 104 103 f104 � d103 p103 c104 TOTAL WT. 604i 9 1/4" 2" 1/4' 1 1/2" 7'-2" 1 1/2" 1/2 1 1/2" 3-3/4" Max. varies at VIEW B-B VIEW A-A sloped P.T 7'-6 1/2" P.T. slopes, adjust posts 7'-4" NOTES: for slope. maintain plumb1. MAT'L: posts. 3-3/4" Max. clear 1 1/4" to" 5'-8" 10" PL'S, L'S, F.B.'S - ASTM A-36 U.N. from )ottom rail to P.T., 4 3/8" 13 SP ® 4 9/16" 4 5/16" TUBES '' ASTM A500 GR B 2. WELDS: AWS D1.1 typical = 4'-11 5/16" h104 3. HOLES: SHOWN CA/" ENDS AS REQ' ---\D TYP C �!/ �4 4. WELD JOINTS ALL AROUND & GRIND SMOOTH 5. FINISH: PRIMED I I I I I I I p103 1/2" • / (TYP) I I / 1 A 4/30/19 FOR APPROVAL RR io co In I 1I REV DATE DESCRIPTION BY M N M m103 FRONT[IIEN METAL Ont HEICATIOLVJa [IIN©o DETAILING ARCHITECHNICAL, INC. °RAWNI RR CHECKED RR DATE 1/19 d 103 k 104 THIS DRAWING INCLUDES: 1 1/2" 1/2 1 1/2" 5'-6 1/2" 1 1/2" 1/2' 1 1/2" GUARDRAIL ASSEMBLY POST—TENSIONED SLAB C J FOR KEYWAY CORP. ONE REQ'D N GUARDRAIL ASSEMBLY N MK 104C PRWECT• 72ND AVENUE APARTMENTS DRAWING NUMBER (@ LEVEL 2) 11740 SW 72ND AVENUE, TIGARD, OREGON 72A-104 • CAP ENDS AS REQ'D TIP BILL OF MATERIAL cGUARDRAIL NO.TO SHIP TOT. PC. DESCRIPTION LENGTH RE- 1 SHIP MARK PCS. MARK FT. INCHES MARKS HSS 3 X 1 x 1/8 IONE 105A GUARDRAIL ASSEMBLY TYP 1 a105 HSS 3 X 1 X 1/8 7 4 3/4 MITER 1 END 22 12 �� ' 1 6105 HSS 3 X 1 X 1/8 2 1 3/4 MITER 1 END 7 N 12(- HSS 1 1/2 X 3/4 x /e 11 c103 HSS 2 X 2 X 1/8 3 5 10 ir 4 d103 HSS 2 X 1 1/2 X 1/8 3 5 36 gl -- — - - - - �_- : 2 c105 HSS 1 1/2 X 3/4 X 1/8 5 4 1/2 18 -AAA 2 d105 HSS 1 1/2 X 3/4 X 1/8 1 9 1/4 6 7'-4 3/4" 2 f104 HSS 1 1/2 X 3/4 X 1/8 0 8 1/4 2 SQ BAR 3/4 X 3/4 2 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 3 20 p103 SQ BAR 3/4 X 3/4 2 8 102 1-10"-GC verify @ unit 202 (0/H) ONE REQ'D N GUARDRAIL ASSEMBLY (A/S) N MK 105A TYP 1'-5" @ unit 210 (A/S) ONE 105B GUARDRAIL ASSEMBLY (@ LEVEL 2) „ 1 a105 HSS 3 X 1 X 1/8 7 4 3/4 MITER 1 END 22 ONE REQ'D N GUARDRAIL ASSEMBLY (0/H) N MK 105B (@ LEVEL 2) 1 6105 HSS 3 X 1 X 1/8 2 1 3/4 MITER 1 END 7 7'-2" HSS 2 X 1 1/2 X 1/8 N 1 c103 HSS 2 X 2 X 1/8 3 5 10 \/ TYP EXCEPT CORNER IS 4 d103 HSS 2 X 1 1/2 X 1/8 3 5 36 1'-11 10" 5'-6" 10" HSS 2 X 2 X 1/8 2 c105 HSS 1 1/2 X 3/4 X 1/8 5 4 1/2 18 4 9/16" 3 @ 4 5/8" 4 9/16" 13 SP @ 4 3/8" 4 9/16" 2 d105 HSS 1 1/2 X 3/4 X 1/8 1 9 1/4 6 = 1' 1 7/8' b105 = 4' 8 7/8" a105 2 f104 HSS 1 1/2 X 3/4 X 1/8 0 8 1/4 2 / ( 2 m103 HSS 1 1/2 X 3/4 X 1/8 081/2 3 / C I �1 HSS 1 1/2 X 3/4 X 1/8 20 p103 SQ BAR 3/4 X 3/4 2 8 102 4— 1 TYP 1 b103 I 2 105C GUARDRAIL ASSEMBLY 1/2" l/ 1/2" I 2 f105 HSS 3 X 1 X 1/8 7 3 1/4 44 (TIP) (TIP) r 8 d103 HSS 2 X 1 1/2 X 1/8 3 5 72 4 h105 HSS 1 1/2 X 3/4 X 1/8 5 3 1/4 35 co . co L 2" 8 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 10 3-6„ Min >;y, N N M 30 p103 SQ BAR 3/4 X 3/4 2 8 153 ! / m103 SECTION C-C \ / TOTAL WT. 726/ f104 d103 \ c105 p103 1/2” 1' 9 1/4" 2" 2" 1/4' 1 1/2" 5'-4 1/2" 1 1/2" 1/2' 1 1/2" 3-3/4" Max. varies at sloped P.T VIEW B— , JI VIEW A-A 7'-3 1/4" NOTES: at unit 210 embed will no - - 6'-11 1/2"see comments on 1. MAT'L: longer hit post. alternate 7'-1"< — drawing M-M/E9 PL'S, L'S, F.B.'S - ASTM A-36 U.N. connectioi of rail to wall " 14 SP @ 4 5 8" 5' 4 3 4° TUBES - ASTM A500 GR B 1 14 required. angle tabs top / 10 / / f105 10 3. HOLES: SHOWN .o WELDS: 1 & bottom wall face? CAP ENDS AS REQ'D 4. WELD JOINTS ALL AROUND & GRIND SMOOTH TYP Cl / 5. FINISH: PRIMED I P.T. slopes, adjust posts 1/2" for slope, maintain plumb ■ posts. 3-3/4" Max. clear (TIP) I I I from botom rail to P.T., - A 4/30/19 FOR APPROVAL RR REV DATE DESCRIPTION BY typical .0 -I ' N m103 [FRONTIER METAL FAA o r� �C AA-.MONS9 [INC. 1DETAILING ARCH/TECHNICAL, INC. DRAWN RR CHECKED RR DATE 1/19 d103 p103 d 103 THIS DRAWING INCLUDES: nt o5GUARDRAIL ASSEMBLY 1 1/2" 1/2' 1 1/2" 5' 3 1/4" 1 1/2" 1/z" 1 1/2" POST-TENSIONED SLAB FOR, KEYWAY CORP. 2 REQ'D N GUARDRAIL ASSEMBLY N MK 105C PROJECT: 72ND AVENUE APARTMENTS DRAW/NG NUMBER (@ LEVEL 2) 11740 SW 72ND AVENUE, TIGARD, OREGON 72A-105 /^ \ El BILL OF MATERIAL c GUARDRAIL NO.TO SHIP TOT. PC. DESCRIPTION LENGTH RE— WT � � SHIP MARK PCS. MARK FT. INCHES MARKS Id HSS 3 X 1 X 1/8 IONE 106A GUARDRAIL ASSEMBLY TYP �� " 1 a106 HSS 3 X 1 X 1/8 10 1 3/4 MITER 1 END 31 I1 6103 HSS 3 X 1 X 1/8 7 7 3/4 MITER 1 END 22 HSS 1 1/2 X 3/4 X 1/8 M 1 c103 HSS 2 X 2 X 1/8 3 5 10 TYP . 6 d103 HSS 2 X 1 1/2 X 1/8 3 5 54 2 6106 HSS 1 1/2 X 3/4 X 1/8 2 10 7/8 10 2 c106 HSS 1 1/2 X 3/4 X 1/8 2 10 13/1E 10 2 d106 HSS 1 1/2 X 3/4 X 1/8 2 10 9/16 10 2 k103 HSS 1 1/2 X 3/4 X 1/8 6 5 1/4 21 M SQ BAR 3/4 X 3/4 i 4 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 5 Typ 39 p103 SQ BAR 3/4 X 3/4 2 8 199 ri See comments on drawing E8 I N_ ONE 1068 GUARDRAIL ASSEMBLY 1 a106 HSS 3 X 1 X 1/8 10 1 3/4 MITER 1 END 31 HSS 2 X 1 1/2 X 1/8 N 1 b103 HSS 3 X 1 X 1/8 7 7 3/4 MITER 1 END 22 TYP EXCEPT CORNER IS 1 c103 HSS 2 X 2 X 1/8 3 5 10 HSS 2 X 2 X 1/8 I 6 d103 HSS 2 X 1 1/2 X 1/8 3 5 54 2 b106 HSS 1 1/2 X 3/4 X 1/8 2 10 7/8 10 CAP ENDS AS REQ'D 2 c106 HSS 1 1/2 X 3/4 X 1/8 2 10 13/1E 10 Typ 12 I 2 d106 HSS 1 1/2 X 3/4 X 1/8 2 10 9/16 10 \112 HSS 1 1/2 X 3/4 X 1/8 2 k103 HSS 1 1/2 X 3/4 X 1/8 6 5 1/4 21 i Typ 4 m103 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 5 __ - - - - - - - - _ EN 39 p103 SQ BAR 3/4 X 3/4 2 8 199 A AA , TOTAL WT. 638// }10'-1 3/4" 2" 7-5" ONE REQ'D N GUARDRAIL ASSEMBLY (A/S) N MK 106A 6'-7" 10" (@) LEVEL 2) SECTION C—C 4 13/16" 15 SP © 4 5/8" 4 13/ 6" ONE REQ'D N GUARDRAIL ASSEMBLY (0/H) N MK 106B (@ LEVEL 2) b103 = 5'-9 3/8" p103 M ' 9'-11" I 10" 3'-0 3/8" 2 SP ® 3'-0 5/16" = 6'-0 5/8" 1/2" (TYP) r 4 1/2" 6 SP @ 4 9/16" 4 1/2" -co 'in (TYP) = 2'-3 3/8" a106 p13 "' N "' '�' (TYP) / y ml 03 I 1 i / i / /- d103 (TYP) 1 1 1 I i 0103 k103 co (0 2" 6'-5 1/4" 1 1/2" 1/2 ..1.1/2" 7-,"Di N M VIEW B—B NOTES: T'L: m103 \ d103 -� 0103 1. MAPL'S, L'S, F.B.'S ASTM A-36 U.N. 011�JT0�fU METALFABRICATIONS, INC. b106 0106 d106 - TUBES ASTM A500 GR B 1 1/2" 1/2' 1 1/2" 2'-10 7/8" 1 /2" 2'-10 13/16" 1 /2" 2'-10 9/16" 2' 2. WELDS: AWS D1.1 DErauNc DkIWN CHECKED DATE r 3. HOLES: SHOWN ARCHITECHNICAL, INC. RR RR 1/19 4. WELD JOINTS ALL AROUND & GRIND SMOOTH THIS DRAWING INCLUDES 5. FINISH: PRIMED GUARDRAIL ASSEMBLY VIEW A-A POST-TENSIONED SLAB 'IR KEYWAY CORP. PROJECT. 72ND AVENUE APARTMENTS DRAW/NG NUMBER A 4/30/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, 17GARD, OREGON REV DATE DESCRIPTION BY 72A—106 . BILL OF MATERIAL 9'-5" NO.TO SHIP TOT. PC. LENGTH RE- GUARDRAIL DESCRIPTION WT. 1 1/4" 10" 2 SP @ 3'-9 1/4" = 7'-6 1/2" 10" HSS 2 X 1 X 1/8 SHIP MARK PCS. MARK FT. INCHES MARKS -�— 1 6 107A GUARDRAIL ASSEMBLY (TYP) 4 5/8" 8 SP @ 4 1/2" 4 5/8" 5" TYP �1 30 6,107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 312 = b107 1 6 b107 HSS 2 X 1 X 1/8 9 5 124 CAP ENDS TYP (TYP) I '.-l HSS 1 1/2 X 3/4 X 1/8 \'1 , 24 c107 HSS 1 1/2 X 3/4 X 1/8 3 7 3/4 144 AS REQ'D 1 ■■ 24 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 28 TYP i 1i I I I 120 f107 SQ BAR 3/4 X 3/4 2 8 612 I 1/2" . 12 107B GUARDRAIL ASSEMBLY (TYP) 1 48 a107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 499 1 1 I I I SQ BAR 3/4 X 3/4 12 h107 HSS 2 X 1 X 1/8 5 5 143 I TYP 24 k107 HSS 1 1/2 X 3/4 X 1/8 3 5 135 -c., ..., ', --, ---- 48 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 56 "' "' 132 f107 SQ BAR 3/4 X 3/4 2 8 673 co a T/(REF)ii HSS 1 1/2 X 1 1/2 X 1/8 T/8 TE - VERIFY TYP \' w • • c107 .\ 6,107 f107 • \ d107 PO • e 4 • • CHSS 1 1/2 X 3/4 X 1/8 1 1/2" 1/2' 1 1/2" 3'-7 3/4" 1 1/2" 3'-7 3/4" 1 1/2" 1/2' 1 1/2" TYP TOTAL WT. 2,7261 6 REQ'D N GUARDRAIL ASSEMBLY N MK 107A See comments on drawing A-A/E6 11/16 N (@ LEVELS 3 THRU 5) THRU (CTR'D) ,--- 5'-5" 1 1/4" 10" 10 SP @ 4 1/4" 10" co CAP ENDS I= 3'-6 1/2" h107 c H AS REQ'D _ f TYP I I I I 1 1/2" 1/2" - (TYP) SECTION C-C I I i I a) i N ., M M T/DECK (REF) - - - - \' • .N a107 f107 k107 ® \ d107 K-) Ir 1 • • 4 • 1 1/2" 1/2' 1 1/2" 3'-5" 1 1/2" 1/2' 1 1/2" NOTES: T'L: 1. MAPL'S, L'S, F.B.'S ASTM A-36 U.N. FRONT IE.I-U NOTAL FQ o RIC ATIONSDNC. TUBES - ASTM A500 GR B 12 REQ'D ^' GUARDRAIL ASSEMBLY MK 107B 2. WELDS: AWS D1.1DETAILING ARCHITfCHNICAL, INC. DRAWN: RR CHECKED RR DATE 1/19 (@ LEVELS 3 THRU 5) 3. HOLES: SHOWN 4. WELD JOINTS ALL AROUND & GRIND SMOOTH THIS DRAWING INCLUDES: 5. FINISH: PRIMED GUARDRAIL ASSEMBLIES See comments on drawing B-B I E6 LEVELS 3 THRU 5 FOR: KEYWAY CORP. PRDJECT.• 72ND AVENUE APARTMENTS DRAWING NUMBER A 4/30/19 FOR APPROVAL RR 11740 SW 72ND AVENUE, 11GARD, OREGON 72A—107 REV DATE DESCRIPTION BY BILL OF MATERIAL 8'-6 1/2" GUARDRAIL NO.TO SHIP TOT. PC. DESCRIPTION LENGTH RE — 1 1/4" 10" 6'-8" 10" HSS 2 X 1 X 1/8 WT. SHIP MARK PCS. MARK FT. INCHES MARKS 4 108A GUARDRAIL ASSEMBLY 4 1/?" 16 SP © 4 7/16" 4 1/2" TYP 1 16 a107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 166 am 4 x108 HSS 2 X 1 X 1/8 8 6 1/2 75 CAP ENDS C = 5'-11" a108 l HSS 1 1/2 X 3/4 X TYP --,i- ••••-, 8 6108 HSS 1 1/2 X 3/4 X 1/8 6 6 1/2 86 AS REQ'D , ^! a. M i 16 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 19 TYPi i F 76 f107 SQ BAR 3/4 X 3/4 2 8 388 1/2 6 108B GUARDRAIL ASSEMBLY (TYP) 24 x107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 250 I I I I SQ BAR 3/4 X 3/4 6 c108 HSS 2 X 1 X 1/8 7 0 1/2 93 I TYP 12 d108 HSS 1 1/2 X 3/4 X 1/8 5 0 1/2 100 N _ 24 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 28 "' "' 90 1107 SQ BAR 3/4 X 3/4 2 8 459 co 1 I T/DECK %—� HSS 1 1/2 X 1 1/2 X 1/8 N — VER (REF) TYP I IFY TYP \' u: • .N o107 f107 6i__-108 d107 w . C HSS 1 1/2 X 3/4 X 1/8 1 1/2" 1/2" 1 1/2' 6'-6 1/2" 1 1/2" 1/2" 1 1/2" TYP ' TOTAL WT. 1,664/ 4 REQ'D N GUARDRAIL ASSEMBLY N MK 108A See comments on drawing C-C/E7 11/16 (@ LEVELS 3 & 4) THRU (CTR'D) N. 7'-0 1/2" N H I 1 1/4" 10" 5'-2" 10" _ 1 1/2" 4 3/3" 12 SP @ 4 7/16" 4 3/8" = 4'-5 1/4" c108 SECTION C-C NOTES: ASP REQ'D I 1. MAT'L: TYPi i PL'S, L'S, F.B.'S - ASTM A-36 U.N. I ITUBES ASTM A500 CR B 1/2" 2. WELDS: AWS D1.1 ■ 3. HOLES: SHOWN (TYP) 4. WELD JOINTS ALL AROUND & GRIND SMOOTH cc 5. FINISH: PRIMED I N � d � M ) T/DECK A 4/30/19 FOR APPROVAL RR (REF) REV DATE DESCRIPTION sr M d108 f107 ��nn nn �n ` .N a107 . . FACDMMIEN METAL FL 10 H CaTI NS9 ENC. 1 . . . _ _ _ DETAILING ARCHITECHNICAL, INC. AWN RR CHECKED RR DATE 1/19 CI 1 1/2" 1/2' 1 1/2'4i 5'-0 1/2'' 1 1/2" 1/2" 1 1/2" THIS DRAWING INCLUDES: GUARDRAIL ASSEMBLIES LEVELS 3 THRU 5 6 REQ'D Ni GUARDRAIL ASSEMBLY N MK 1088 See comments on drawing D-D/E7 FOR: KEYWAY CORP. (© LEVELS 3 THRU 5) PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, TIGARD, OREGON 72A-108 /^ \ BILL OF MATERIAL 7'-11" - - GUARDRAIL NO.TO SHIP TOT. PC. LENGTH RE SHIP MARK PCS. MARK DESCRIPTION FT. INCHES MARKS WT. 1 1/4" 10" 6'-0 1/2" 10" HSS 2 X 1 X 1/8 jj 6 109A GUARDRAIL ASSEMBLY 4 5/16" 14 SP @ 4 9/16" 4 5/16" TYP -- 24 a107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 250 v = 5' 3 7/8" a109 6 a109 HSS 2 X 1 X 1/8 7 11 105 CAP ENDS 1 HSS 1 1/2 X 3/4 X 1/8 M 12 6109 HSS 1 1/2 X 3/4 X 1/8 5 11 117 AS REQ'D i � TYP Mi M 24 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 28 TYP I I I I I 102 f107 SQ BAR 3/4 X 3/4 2 8 520 I1/2" 4 109B GUARDRAIL ASSEMBLY (TYP) 16 a107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 166 I I I I SQ BAR 3/4 X 3/4 4 c109 HSS 2 X 1 X 1/8 7 6 1/2 66 co I TYP 8 d109 HSS 1 1/2 X 3/4 X 1/8 5 6 1/2 73 `" 16 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 19 "' "'' cN 64 f107 SQ BAR 3/4 X 3/4 2 8 326 co m --4- T/DECK HSS 1 1/2 X 1 1/2 X 1/8 N 27(REF) TYP VERIFY TYP ,i- --... 'iL,J . .6N a107 f107 \---b109 d107 . CJ HSS 1 1/2 X 3/4 X 1/8 1 1/2" 1/2' 1 1/2"` 5' 11" 1 1/2" 1/2" 1 1/2" TYP TOTAL WI 1,670ii 6 REQ'D N GUARDRAIL ASSEMBLY N MK 109A (@ LEVELS 3 THRU 5) 11/16 N THRU See comments on drawing F-F(sim)/E8 (CTR'D) . ill 7'-6 1/2" :1111 t 11 1 1/4" 10" 5'-8" 10" 1 1/2" 4 3/:" 13 SP @ 4 9/16" 4 5/16" = 4'-11 5/16" c109 SECTION C-C NOTES: CAP ENDS C l AS REQ'D / .! 1. MAT'L: TYPi PL'S, L'S, F.B.'S - ASTM A-36 U.N. TUBES - ASTM A500 GR B 1/2" 1 2. WELDS: AWS D1.1 3. HOLES: SHOWN (TYP) I I i I 4. WELD JOINTS ALL AROUND & GRIND SMOOTH 5. FINISH: PRIMED co 1 N N) M co 1 T/DECK A 4/30/19 FOR APPROVAL RR (REF) — — — — — REV DATE DESCRIPTION BY \) FRONTIER METAL FABR CATIONS NC . a107 f107 d109 \ d107 . . . - - — - DETAILING ARCHITECHNICAL, INC. °�'WN' RR CHECKED RR DATE I/19 C 1 1/2" ,,1/2' 1 1/2" 5'-6 1/2" 1 1/2" 1/2' 1 1/2" THIS DRAWING INCLUDES: GUARDRAIL ASSEMBLIES LEVELS 3 THRU 5 6 REQ'D N GUARDRAIL ASSEMBLY N MK 109B FOR: KEYWAY CORP. (@ LEVELS 3 & 4) See comments on drawing K-K(sim)/E9 PRDJECT.E 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, 77GARD, OREGON 724-109 /^ \ BILL OF MATERIAL 15'-6 1/2" NO.TO SHIP TOT. PC. LENGTH RE- DESCRIPTION2 SP @ 4-6 11 16' = 9'-1 3 8 4'-6 5 8 SHIP MARK PCS. MARK FT INCHES MARKS WT. ' 1 1/4" 10" / / / „ 10„ - - -- - 2 110A GUARDRAIL ASSEMBLY 4 1/ " 10 SP @ 4 9/16" 4 9/16" 5" 12 a107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 125 (TYP = 3'-9 5/8" �(TYP'� a110 2 (1110 HSS 2 X 1 X 1/8 15 6 1/2 68 8 6110 HSS 1 1/2 X 3/4 X 1/8 453/16 58 CAP ENDS 1 (TYP) AS REQ'D _ 4 6110 HSS 1 1/2 X 3/4 X 1/8 4 5 1/8 29 TYP 1 1 1 I I I I 8 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 9 1 1 70 1107 SQ BAR 3/4 X 3/4 2 8 357 1/2" (TYP) I 1 I I I I .10 1 N C? • CI)I -• -4- T/DECK (REF) — — \\— v _ r.0 L,2 .� (1107 6110 f107 6110 c110 d107 • • • M CC I `--' • • • • • • — _ C — — — — 1 1/2" 8 1/2" 1 1/2" 4'-5 3/16" 1 1/2" 4'-5 3/16" 1 1/2" 4'-5 1/8" 1 1/2" 8 1/2' 1 1/2" 4 GUARDRAIL TOTAL WT. 646/ 1/8 2 REQ'D N GUARDRAIL ASSEMBLY N MK 110A HSS 2 X 1 X TYP (@ LEVELS 3 & 4) p HSS 1 1/2 X 3/4 X 1/8 ll "RE TYP ■O r-r) I SQ BAR 3/4 X 3/4 TYP I N NOTES: HSS 1 1/2 X 1 1/2 X 1/8 cm., 1. MAT'L: TYP1 PCS, L'S, F.B.'S — ASTM A-36 U.N. VERIFY TUBES ASTM A500 GR B I TYP 2. WELDS: AWS D1.1 3. HOLES: SHOWN 4. WELD JOINTS ALL AROUND & GRIND SMOOTH 5. FINISH: PRIMEDHSS 1 1/2 X 3/4 X 1/8 TYP v A 4/30/19 FOR APPROVAL RR 11/16 REV DATE DESCRIPTION BY N THRU � (CTR'D) C�RONI1ER METAL F/r,10 H�OO�ONS ONO. . illDETAILING ARCHITECHNICAL, INC. DAWN RR CHECKED RR DATE 1/19 THIS DRAWING INCLUDES: Nii GUARDRAIL ASSEMBLY f LEVELS 3 & 4 1 1/2" FOR: KEYWAY CORP. PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER SECTION C-C 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-110 /A\ 23'-6 1/2" 1 1/4" 10" 4 SP Q 5'-5" = 21'-8" 10" 4 3/ " 12 SP ® 4 5/8" 4 3/'" 5" TYP = 4'-7 1/2" ITV dill CAP ENDS--N. 1 (TYP) / ' ! AS REQ'D / TYPI I I i 1 1 1/2" • (TYP) 1 I I I op 1 N M M T/DECK - 7 v - - (REF) A - - - - -\ f107 - - - - - - - - - - - - - Ni- -- N 6111 • • • • d107 w a107 M rr i I 1 1/2" 8 1/2" 1 1/2"C` 5'-3 1/2" 1 1/2" 5'-3 1/2" 1 1/2" 5'-3 1/2" 1 1/2" 5'-3 1/2" 1 1/2" 1/2' 1 1/2" ONE REQ'D N GUARDRAIL ASSEMBLY N HSS 2 X 1 X 1/8 MK 111A TYP C GUARDRAIL (Q LEVELS 5) r 1 HSS 1 1/2 X 3/4 X 1/8 III M TYP — M I SQ BAR 3/4 X 3/4 TYP I IN- NOTES: I 1. MAT'L: HSS 1 1/2 X 1 1/2 X 1/8 I N PL'S, L'S, F.B.'S - ASTM A-36 U.N. TYP VERIFY TUBES ASTM A500 GR B TYp 2. WELDS: AWS D1.1 3. HOLES: SHOWN 4. WELD JOINTS ALL AROUND & GRIND SMOOTH 5. FINISH: PRIMED HSS 1 1/2 X 3/4 X 1/8 1 TYP es A 4/30/19 FOR APPROVAL RR BILL OF MATERIAL REV DATE DESCRIPTION BY NO.TO SHIP TOT. PC. LENGTH RE- 11/16 N DESCRIPTION WT. TH R U SHIP MARK PCS. MARK FT. INCHES MARKS (CTR'D) ,-- FACHT CSN METAL GSA o EIC AT[IOo NS9 INC. ONE 111A GUARDRAIL ASSEMBLY ill __ 7 a107 HSS 1 1/2 X 1 1/2 X 1/8 4 8 3/4 73 1 0111 HSS 2 X 1 X 1/8 23 6 1/2 52 10 DETAILING ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DALE 1/19 8 bill HSS 1 1/2 X 3/4 X 1/8 5 3 1/2 70 THIS DRAWING INCLUDES 4 d107 HSS 1 1/2 X 3/4 X 1/8 0 8 1/2 5 N ii GUARDRAIL ASSEMBLY 54 1107 SQ BAR 3/4 X 3/4 2 8 275 t LEVEL 5 1 1/2" FOR- KEYWAY CORP. PRaJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER SECTION C-C 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-11� /� TOTAL WT. 475/ ��`' • a112verify-[20'clear at CMU] 12 BILL OF MATERIAL 9'-9 1/2" 12p NO.TO SHIP TOT. PC. SHIP MARK PCS. MARK DESCRIPTION LENGTH RE- WT. 1GATE ASSEMBLY FT. INCHES MARKS c112 �Q ONE 112A 2 a112 L3 X 3 X 1/4 9 9 1/2 MITER B.E. 96 2 6112 L3X3X1/4 58 MITERB.E. 56 10001. 1 c112 FB 3 X 1/4 10 7 9/16 27 1 d112 5/8"0 ROD 3 6 13/16 4 4 f112 3/4"0 STD PIPE 0 1 1 6112 I 6112 4 16 GA X 1 1/2" DECKING 5 7 228 1 J STRAP FOR CANE BOLTS 0111111111 FIELD HARDWARE & BUY-ObTS 6 SQUARE BLOCK BARREL HINGE 1 1"0 STD PIPE SLEEVE 0 6 CRADLE -co 0 - 1 1/2" TAB 00 5'-4,, 11 • 0 1111! • f112 i f112 1001 I co f112 N 1100 A 10 r fa;�ITOTAL WT 412/ lip"- r 16 GA. X 1 1/2" STOP PINS STEEL DECKING a112 d112 d112 1 ONE REQ'D N GATE LEAF ASSEMBLY N MK 112A a112 l b112 ':- f Millinlia— 3'-3 3/4" �DETAIL PC d112 N ONE REQ'D c112 16 GA. X 1 1/2" (5/8"0 ROD X 3'-6 13/16") SECTION A—A STEEL DECKING 10'-7 9/16" A 4/30/19 FOR APPROVAL RR 1 11/16" 3/8' REV DATE DESCRIPTION BY f o / FRONTIER METAL FA NICATDOO NS9 EIN©. t DETAILING DRAWN: CHECKED 047E ARCHIIECHNICAL, INC. RR RR 4/19 DETAIL PC "c112" ^' 2 REQ'DNOTES: THIS DRAWING INCLUDES: GATE ASSEMBLY & PARTS (FB 3 X 1/4 X 10' 7 9/16") 1. MAT'L: TRASH ENCLOSURE PL'S, FB'S, L'S, RODS - ASTM A36 TUBES - ASTM A500 GR B FOR: 2. HOLES: SHOWN KEYWAY CORP. Hill Architects Review 2019-09-10 3. WELDS: AWS D1.1 PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER 5. WELD EFINDHJ PRIMEDISALL AROUND & GRIND SMOOTH 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-11 2 Black powder coat Verify-[20'clear at CMU] ..-___ a112 BILL OF MATERIAL • tz —112 9'-9 1/2" / NO.TO SHIP TOT. PC. LENGTH RE SHIP MARK PCS. MARK DESCRIPTION FT. INCHES MARKS WT. �O C112 ONE 113A GATE ASSEMBLY 2 x112 L3 X 3 X 1/4 9 9 1/2 MITER B.E. 96 2 6112 L3X3X1/4 58 MITERB.E. 56 1 c112 FB3X1/4 1079/16 27 1 013 PL 1/4 X 4 0 10 3 1 6113 5/8"0 ROD 1 5 3/8 2 2 f112 3/4"0 STD PIPE 0 1 1 b112 b112 4 16 GA X 1 1/2"DECKING 5 7 228 ...--/ 1 PL 3/16" LOCK 1 4" 1 PL 3/16" LOCK HASP & STOP 1 5" f113 r—► a1,3 2 1138 HSS 6 X 6 X 3/16 10 0 290 b113 \ / 5'-4" - 1 9i/6.. PL 3/16" LOCK 13" WELD TO PL � _ N N PL 3/16" LOCK HHASP TO STOP AT WELD TOTAL WT. 705 / a112 / 16 GA. X 1 1/2" STEEL DECKING ONE REQ'D N GATE LEAF ASSEMBLY N MK 113A a112 1'-2 5/16" b112 �_ NOTES: 1. MAT'L: PL'S, FB'S, L'S, RODS — ASTM A36 TUBES ASTM A500 GR B 16 GA. X 1 1/2" c112 2. HOLES: SHOWN STEEL DECKING 3. WELDS: AWS D1.1 DETAIL PC b113„ ' ONE REQ'D SECTION A—A 4. WELD JOINTS ALL AROUND & GRIND SMOOTH (5/8"0 ROD X i'-5 3/8") 5. FINISH: PRIMED( Black powder coat A 4/30/19 FOR APPROVAL RR REV DATE DESCRIPTION �1 BY FRONTIER METAL F/rU MCATION09 FIC. DETAILING ARCHITECHNICAL, INC. DRAWN RR CHECKED RR DATE 4/19 -, THIS DRAWING INCLUDES: TRASH GATE ASSEMBLY & PARTS 10'-0" TRASH ENCLOSURE > » FOR. KEYWAY CORP. 2REQD> NHSS6X6X3/16X10 -0 NMK113B Hill Architects Review 2019-09-10 PROJECT- 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, 11GARD, OREGON 72A-113 ✓^ \ BILL OF MATERIAL NO.TO SHIP TOT. PC. DESCRIPTION LENGTH RE- WT. SHIP MARK PCS. MARK FT. INCHES MARKS 2 114A 6"0 STD PIPE 6 0 228 6'-O" 2 REQ'D N 6"0 STD PIPE X 6'-O" N MK 114A Verify these are bollards for trash enclosure. If so, relocate bollards to pad TOTAL WT. 228f/ mounted transformer[site layout does not require or accommodate bollards at trash]. Coordinate locations with GC. A 4/30/19 FOR APPROVAL RR REV DATE DESCRIPTION BY nomr Cin vC TL L FQoEICQTDOoINS9 MC . DETAILING ARCHITECHNICAL, INC. DRAWN RR CHECKED RR DATE 4/19 THIS DRAWING INCLUDES: BOLLARDS TRASH ENCLOSURE NOTES: FOR: KEYWAY CORP. Hill Architects Review 2019-09-10 1. MAT'L: PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER P2. FINISH: PRIMEDM A53 GR B 11740 SW 72ND AVENUE, TIGARD, OREGON 72A-114 . Black pow ler coat a118R b118R BILL OF MATERIAL c118 d118 NO.TO SHIP TOT. PC. DESCRIPTION LENGTH RE- WT. A SHIP MARK PCS. MARK FT. INCHES MARKS .:;I ONE 117A SHIPS LADDER ASSEMBLY a117 1 a118R C6 X 8.2 3 10 3/16 33 TYP (4) PLCS 1 a118L C6 X 8.2 3 10 3/16 33 1 b118R C6 X 8.2 0 6 4 `AII A� 1 b118L C6 X 8.2 06 4 0 2 c118 L3X3X3/8 03 3 2 d118 PL 1/4 X 3 1/4 0 6 3 4 a117 1 X 3/16 19-W-4 GRT'G 3 0 44 TREAD 6 1/4 X CD 1 1/4"0 STD PIPE 16 LF+ 36 16 3/8"0 A307 BOLTS 0 1 1/4 ifiniffnalalg W/(1) NUT & (1) WSHR EA. Y 1 c118 d118 a118L b118L FIELD BOLTS ONE REQ'D N SHIPS LADDER ASSEMBLY N MK 117A _ 4 1/2"0 LAG BOLTS 0 3 (HANDRAILS PARTIALLY SHOWN FOR CLARITY) 1 1/8"i 2 1/2" (1) 1/2"0 LAG TOTAL WT. 160/ a117I \ BOLT X 3", / TYP (2) PLCS / 4 3/4" — I ,J 41\ o I \ N' c �1 1 �12 , / 3 3/16 12 DRILL THIS HOLE / 1 9/16" / CW AFTER PC'S "a118R/L" \ / -- / 12 & "b118R/L HAVE \ / / d118 BEEN WELDED / I TOGETHER // \ / : / 7 / 1 1/4"0 STD / \ - / b118R PIPE, TYP / co / a118R v to 2 5/16" 9 5 6 1/4" `" / TYP / G 1 1/4" 7 I / J I / W. ROOF HIGH 56'-2" SEALANT UNDER "c118" (TYP) / % c118 3 SIDES \ d118 1 1 2'0 LAG 3/16 TYP Z0 7 \ , 1�4/� / b118R ( ) BOLT X 3", NOTE: Ol EE DWG 72A-120 FOR GUARDRAIL ADJACENT TO SHIPS LADDER. TYP (2) PLCS � � Im ■ m o "' o Mitirmi '�9 i ___ II -� o '`/ 7 16"0 HOLES FOR �- J Q., / / 0 10/3/19 FOR FABRICATION RR p :, A / (2) 3/8"0 A307 BOLTS ,.,-, N 11 X16/ l X 0'-1 1/4" W/NUT & FW 3 1/8" - B 5/9/19 FOR APPROVAL RR / / TYP (8) PLCS/ o ' o/ , C TYP 9/16 A 4/30/19 FOR APPROVAL RR / / 3/1s V \ SECTION B—B REV DATE DESCRIPTION BY I I (0 N- I I IN '' M / I a117 F ONTIIEN METAL FAorRi CA ON% [INC Q7 MIME a118R TYP (4) PLCS'/4-4 DETAILING ARCHITECHNICAL, INC. DRAWN RR CHECKED RR DATE 2/19 / . - 1 / THIS DRAWING INCLUDES: B NOTES: SHIPS LADDER ASSEMBLY �t ►j c118 VF ROOF LOW 52' 2" ► 1. MAT'L: STAIR /2 — WEST ROOF LOW TO WEST ROOF HIGH co C'S, L'S, PL'S - A36 PIPES - A53 GR B FOR: KEYWAY CORP. (2) 2 X 6 1'-0„ Hill Architects Review 1-Nov-2019 2. WELDS: AWS D1.1 (REF.) 3. HOLES: SHOWN PROJECT, 72ND AVENUE APARTMENTS DRAWING NUMBER SECTION A-A 4. FINISH: BLACK POWDER COAT 11740 SW 72ND AVENUE, T/GARD, OREGON 72A-117 2'-8 3/8" 5/8" 7/16 1'-7 15/16" 5/8" 6" 7 1/2" 5/:" 3/8 7/16 co _, 1 5/8" ..\ 4 5/8" 4 5/8" 15 37.3. "515 3'-10 3/16" DETAIL PC "a118R" (A/S) N ONE REQ'D DETAIL PC "b118R" (A/S) N ONE REQ'D cC6 X 8.2 X 3'-10 3/16") (C6 X 8.2 X 0'-6" DETAIL PC 'a118L" (0/H) N ONE REQ'D DETAIL PC "b118L" (0/H) N ONE REQ'D (C6 X 8.2 X 3'-10 3/16") (C6 X 8.2 X 0'-6") 9/16 9/16 I MI -- . _ r- Li_ rn 1 1/2" 3" 3" 6" DETAIL PC "c118" N 2 REQ'D DETAIL PC "d118" ' 2 REQ'D L3X3X38X0'-3" PL 1 4 X 3 1 0'-6") 0 10/3/19 FOR FABRICATION RR A 4/30/19 FOR APPROVAL RR REV DATE DESCRIPTION BY FRONTIER METAL FLr1 0 REIOaTIIONS, DSO. DETA2MG ARCH/TECHNICAL, INC. DRAWN: RR CHECKED RR D,4 4/19 THIS DRAWING INCLUDES: NOTES: SHIPS LADDER PARTS 1. MAT'L: STAIR 612 — WEST ROOF LOW TO WEST ROOF HIGH C'S, L'S, PL'S - A36 Hill Architects Review 1-Nov-2019 PIPES - A53 GR B fOR. KEYWAY CORP. 2. WELDS: AWS D1.1 3. HOLES: SHOWN PROJECT' 72ND AVENUE APARTMENTS DRAWING NUMBER 4. FINISH: BLACK POWDER COAT 11740 SW 72ND AVENUE, TIGARD, OREGON 72A-118 A BILL OF MATERIAL NO.TO SHIP TOT. PC. LENGTH RE- DESCRIPTION WT. SHIP MARK PCS. MARK FT. INCHES MARKS ONE 119A W10 X 26 10 10 282 --- n 9/16 TOTAL WT. 2821 2 3/4" 2 3/4" ' 1 3/8" 10'-10" 1 3/8" ONE REQ'D N W10 X 26 X 1O'-10" N MK 119A (HOIST BEAM) GC -verify elevator hoist beam APPROVER VERIFY dimensions, location. Coordinate with HOIST BEAM DIMENSIONS elevator provider AND HOLE SIZE NOTES: 1. MAT'L: W'S & C'S ASTM A992 PL'S, L'S, F.B.'S, R.B.'S ASTM A-36 U.N. 2. WELDS: AWS D1.1 3. FINISH: PRIMED 4. HOLES SHOWN A 5/8/19 FOR APPROVAL RR REV n DATE �� nn DESCRIPTIONBY FRONMETAL TAL FA3NIICATUON09 [INC. DETAILING ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DATE 5/19 THIS DRAWING INCLUDES: HOIST BEAM ELEVATOR FOR: KEYWAY CORP. Hill Architects Review 2019-09-10 PROJECT' 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-119 BILL OF MATERIAL NO.TO SHIP TOT. PC. DESCRIPTION LENGTH RE- WT. SHIP MARK PCS. MARK FT. INCHES MARKS ONE 120A SHIPS LADDER ASSEMBLY 1 1/4"0 STD PIPE 20 LF± 45 1 al20 PL 3/8 X 4 1/2 0 9 9 FIELD VERIFY 5,-0" A \ 7 0, 1 1 FIELD BOLTS 1 1/4"0 STD. PIPE 8 1/2"0 LAG BOLTS 0 3 - (TYP) J i 1 = TOTAL WT. 54/ I 3/4" 3" PIIIII 9/16 i WALKING SURFACE I In 11...N I ._N a120 a120 4 1/2" ONE REQ'D N GUARDRAIL ASSEMBLY N MK 120A DETAIL PC "a120" N 2 REQ'D (REF: DET'S 6/A701 & 3/A702) (PL 3/8 X 4 1/2 X C-9") A 10/3/19 FOR FABRICATION RR REV n DATES (�� DESCRIPTION //�� BY FRONTEN META IFA HMAT[ION09 NC. DETAILING ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DA7f 10/19 NOTES: THIS DRAWING INCLUDES. 1. MAT'L: GUARDRAIL ASSEMBLY c's, L'S, PL'S — A36 STAIR #2 — WEST ROOF HIGH PIPES — A53 GR B 2. WELDS: AWS D1.1 FOR: KEYWAY CORP. Hill Architects Review 1-Nov-2019 3. WELD JOINTS ALL AROUND & GRIND SMOOTH. 4. HOLES: SHOWN PROJECT.• 72ND AVENUE APARTMENTS DRAWING NUMBER 5. FINISH: BLACK POWDER COAT 11740 SW 72ND AVENUE, 11GARD, OREGON 72A-120 k BILL OF MATERIAL NO.TO SHIP TOT. PC. LENGTH RE- DESCRIPTION WT. SHIP MARK PCS. MARK FT. INCHES MARKS 2 121A HANDRAIL ASSEMBLY 13'-0" 1 _p° 1 1/4"0 STD PIPE 60 LF + 136 4'-8" 4'-8" .sI4; 4 „ A112 L0 Lo - 1 m 12 CD 6 )M 1 -- 1 1/4"0 STD PIPE , TOTAL WT. 136# ' TYP - - GC field verify dimensions io APPROVER VERIFY_, ALL DIMENSIONS LJ NOTES: 1. MAT'L: 14' 0" PIPES A53 OR B 2. WELDS: AWS D1.1 3. HOLES: SHOWN 2 REQ'D N HANDRAIL ASSEMBLY N MK 121A 4. FINISH: PRIMEDG Black powder coat 5. Weld joints all around &grind smooth A 4/30/19 FOR APPROVAL RR REV DATEDESCRIPTION BY FRONTIEN IMIEUL S DETAILING ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DATE 2/19 THIS DRAW/NG INCLUDES: HANDRAIL ASSEMBLY EXTERIOR FORi KEYWAY CORP. Hill Architects Review 2019-09-10 PROJECT 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, WARD, OREGON 72A-1 21 /A \ BILL OF MATERIAL 17'-4" NO.TO SHIP TOT. PC. LENGTH RE- SHIP MARK PCS. MARK DESCRIPTION FT INCHES MARKS WT. 4'-3 1/2" 4'-4" 4'-4" 1'-0" 2 122A HANDRAIL ASSEMBLY 5/16" 1 1/4"0 STD PIPE 75 LF + 170 50,6 -F— I12 12 / A .0 CD "0 1 \1 15 Risers @ 6", 14"Treads -- \ M t .4 12 ri co \ '� TOTAL WI 1361 1 1/4"O STD PIPE I -- I \� TYP Mo -- nm _1 APPROVER VERT GC field verify dimensions _ _ ALL DIMENSIONS QD NOTES: 1. MAT'L: 17'-4" PIPES - A53 GR B 2. WELDS: AWS D1.1 3. HOLES: SHOWN Black powder coat 2 REQ'D N HANDRAIL ASSEMBLY N MK 1 22A 4. FINISH: PRIMED 5. Weld joints all around &grind smooth A 4/30/19 FOR APPROVAL RR REV DATE METAL BY ] FRONTIE FA RICATIOn S, INC. DETAILING ARCHITECHNICAL, INC. DRAWN RR CHECKED RR DATE 2/19 THIS DRAW/NG INCLUDES: HANDRAIL ASSEMBLY EXTERIOR FOR: KEYWAY CORP. Hill Architects Review 2019-09-10 PROJECT.- 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-1 22 /^ \ • 41/2° BILL OF MATERIAL NO.TO SHIP TOT. PC. LENGTH RE— rci— 1 1/8" R. I c123 / / c123 DESCRIPTION WT. 2 1 4 2 1 4 SHIP MARK PCS. MARK FT. INCHES MARKS b123 ONE 123A ELEVATOR PIT LADDER ASS'Y I — 1 L- - 2 a123 PL 3/8 X 2 1/4 8 8 1/2 50 9 6123 3/4"0 LADDER RUNGS 1 4 3/8 18 c123 N N 8 c123 BENT PL 3/8 X 3 0 8 1/16 21 Nr- �_ ! -o- )+ 4-1 I i c123 I a123 a123 FIELD BOLTS c123 / 1 — 1 1'-4" 8 1/2"0 HILTI KB-3 0 4 1/2 - W/(1) NUT & (1) WSHR EA. SECTION A-A TOTAL WT. 89/ TYPICAL (4) PLCS a123 a123 /1 N a123 IN_ r— N 1 13/16"0 HOLES c123 9/16" I.R. TYP 9 PLCS 2 1/4" 5 1/4" c, c123 )4- 1 ii i r 5/8 \ CD I c123 71 l_ TYp�3/16 V .11 _o FLOOR LINE I I DETAIL PC "c123" N 8 REQ'D © v (BENT PL 3/8 X 3 X 0' 8 1/16") Cl) CD VERIFY oo 4 I — 1 / c123 TYP (4) PLCS / VA / \b123 3/16" c123 c123)-0- -0- / NOTES: t — I 1 1. STEER: b123 N2. HO ESS 5/8" DIA. UN A36 TYP(9) 0 b123 ` TYp /1 3. WELDS: AWS D1.1 PLCS In TYP (9) / 3/16V / imp 4. FINISH: ONE SHOP COAT PRIMER PLCS i \ / 1 1/8" L 1 —� t a123 / \ A 4/30/19 FOR APPROVAL RR 2 1/4" / / / REV DATE DESCRIPTION BY — - c123 FRONTIER K METz 1 FABRICATIONS,RIC ATIONS N _ I — I c123 9 , DE I NGG ARCH/TECHNICAL, INC. DRAWN: RR CHECKED RR DATE 2/19 co )+ 4-r7— C123 _ THIS DRAW/NC INCLUDES: II Coordinate elevator pit ladder LADDER ASSEMBLY 1'-4" l location with elevator provider ELEVATOR PIT LADDER BOT. ELEV. PIT - - FOR: KEYWAY CORP. ONE REQ'D N ELEVATOR PIT LADDER ASSEMBLY N MK 1 23A Hill Architects Review 2019-09-10 I PROJECT' 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, 17GARD, OREGON 72A—123 /^ \ BILL OF MATERIAL NO.TO SHIP TOT. PC. LENGTH RE- DESCRIPTION WT. SHIP MARK PCS. MARK FT. INCHES MARKS ONE 124A 1 1/2" X 3/16" 19-W-4 1 5 1/2 20 GRT'G 17 1/2" 2 124B L3 X 3 X 1/4 1 5 13 2 124C L3 X 3 X 1/4 0 11 9 FIELD BOLTS 8 1/2"0 SS EXP ANCHORS 0 4 1/2 - 1'-5 1/2" BAND ENDS !!!!! AS REQ'D !!!!! !!!!! !!!!! l'-5" TOTAL WT. 42# !!!!! !!!!! "' - !!!!! !!!!! 9/16 2 REQ'D N L3 X 3 X 1/4 X 1'-5" N MK 124B ONE REQ'D N 1 1/2" X 3/16" 19-W-4 GRT'G 17 1/2 X 1'-5 1/2" N MK 124A FINISH: HOT DIP GALVANIZE FINISH: HOT DIP GALVANIZE 11" 2 1/2" 6" 3" NOTES: 1 ' 1. MAT'L: W'S A M PL'S,&L'S C'S F.B.SSTR .B.S A992 ASTM -36 U.N. 2. WELDS: AWS 3. FINISH: HOT-DIP GALVANIZED 9/16 4. ATTACH GRATING TO ANGLES USING SADDLE CLIPS 2 REQ'D L3 X 3 X N 1/4 X 0'-11" N MK 124C FINISH: HOT DIP GALVANIZE A 4/30/19 FOR APPROVAL RR REV DATEnn nn DESCRIPTION BY FRONTEN IMIE7AL FL 11 N CG".1nONS9 DSC. DETAILING ARCHITECHNICAL, INC. DRAWN RR CHECKED RR DATE 2/19 THIS DRAWING INCLUDES: PART DETAILS SUMP PIT GRATING & SUPPORT FOR: KEYWAY CORP. Hill Architects Review 2019-09-10 PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, 11GARD, OREGON 72A—124 BILL OF MATERIAL N NO.TO SHIP TOT. PC. LENGTH RE- SHIP MARK PCS. MARK DESCRIPTION RETURN FT. INCHES MARKS WT. HANDRAIL TO ONE 125A GUARDRAIL ASSEMBLY GUARDRAIL HSS 1 1/2 X 1 1/2 X 1/8 24 LF± 53 2 1/16" TINN= HSS2 X 1 X 1/8 21 LF± 46 11551 1/2 X 3/4 X 1/8 41 LFI 68 1 1/4"0 STD. PIPE 1 1/4"0 STD PIPE 24 LFI 54 DETAIL PC "d125" NONE REQ'D TYP 5 a125 PL 3/B X G PL 1/2X7 0-6. 9 14 (R.B. 1/2"0 X 3 15/16") 11" 1 6125 PL 3/8 X I 1/2PL 1/2X4112 0-6. 9 2 4 c125 R.B. 1/2"0 0 3 15/16 1 4 SP © 4'-1 1/2" = 16'-6" 9 1/2" 1 d125 R.B. 1/2"0 0 3 3/4 1 _ _ 4 1/2SK-135 Structural mark-up 1 6 f125 L2 X 2 X 1/4 L2 3 X 2 X 1/2 03 6 5 3/4" dated 10/29/2019,typical - TOTAL WT. 244/ HSS 2 X 1 X 1/8 I APPROVER FIELD VERIFY TOP RAIL ALL DIMENSIONS f125 n ��� VERIFY ,1,.. 1.h (TYP) > >11/ � N `:e t 1'-0 11 6" CAP ENDS AS REVD �, 4- f TYP �I \ a125 I ' " d125 . SECURE TO GUARDRAIL SK 135 Sim, Structural h' _2 X STRINGER 6 —'—" / A mark-up dated 10/29/2019/4 J DETAIL PC "a125" N 9 REQ'D ,� ,�� 9 .,1I ,,� / I' /,, �= -:u- M SECTION B—B (PL 3/8 X 6 X 0' 6") Q� �0 1 1/4"o STD. PTYP - rt. • / /' � / _ 6125 1 1/2" / 5\ I 1 1 4"0 ,c13I� / ` / 4 1/2" —v— STD PIPE "' ,, f125 / � Mt / / DETAIL PC "6125" NONE REQ'D � >'' TYP (6) --(f"c-3/8 X 4 1/2 X 0' 6") �I ,/ __ PLCS /, / a125 -L .z X 4 1/2 X 0'-9") c125 /-- / TYP (5) SK-135-Structural ma-k-up /' PLCS dated 10/29/2019,typical —\/\- 12 7 5/8 /'111,1k / NOTES: ���� • /�:` / 1. MAT'L: SECTION A—A Ln PIPES ,- A53GRB ''/ HSS 1 1/2 X 3/4 X 1/8 o PL'S, RODS - A36 -- TYP - 2. WELDS: AWS D1.1 /' / - 3. WELD JOINTS ALL AROUND & GRIND SMOOTH (-)h / / 5. FINISH: BLACKN POWDER COAT c125TYP (4) i , // /' -— PLCS <'.. ' 11 0 10/3/19 FOR FABRICATION RR / HSS 1 1/2 X 1 1/2 X 1/8 - A 4/30/19 FOR APPRO</AL RR (TOP) W/ 1/4" HOLES FOR CABLE - f O REV Ug TE DESCRIPTION BY i / J 2 1/16" / /// / / EFL OO NT3- METAL M o rRi I]©a �©NS9 [INC. RETURN /-/_ / DETAIL PC "c125" N 4 REQ'D DETAILING DRAWN. CHECKED DATE HANDRAIL TO 1 -0" / / (R.B. 1/2"0 X 3 15/16") ARCHITECHNICAL, INC. RR RR 2/19 GUARDRAIL ...--.\ / THIS DRAWING INCLUDES: \ • /' GUARDRAIL ASSEMBLY AT STAIR 1 - SOUTH STAIR LOBBLY TO LEVEL 2 FOR: KEYWAY CORP. 18 T @ 1 1" = 16'-6" HillArchitects-Review 1-Nov-2019 PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER ONE REQ'D N GUARDRAIL ASSEMBLY N MK 125A 11740 SW 72ND AVENUE, TIGARD, OREGON 72A-125 —p. 1'-0" 4 2'-5" Dir 2'-5" 2'-2"—4N- HSS 1 1/2 X 3/4 X 1/8 BILL OF MATERIAL f TYP 1'_9" 4'-1 1/2" 1'_9" NO.TO SHIP TOT. PC. DESCRIPTION LENGTH RE- WT. SHIP MARK PCS. MARK FT. INCHES MARKS HSS 2 X 1 X 1/8 CAP ENDS AS REQ'D ONE 126A GUARDRAx:L ASSEMBLY - TOP RAIL TYP HSS 1 1/2 X 1 1/2 X 1/8 7 9 17 HSS2 X X 1/8 17 LF+ 37 HSS1 1/2 X 3/4 X 1/8 f 25 � il 1 4126 PL 3/8 11 4 0 3/8 56 _i ., SECURE END POST TO No fasteners allowed at P.T. N STAIR GUARDRAIL 1 6126 L2 X 2 X�f4 3/8 4 0 3/8 13 II cables[red shaded area] a HSS 1 1/2 X 1 1/2 X 1/8 i �' In POST W/ 1/4" HOLES FOR CABLE TOTAL WT. 148/ - 266, .4i . (TYP) Verify length of plate b126 N APPROVER FIELD VERIFY 1 It N ALL DIMENSIONS 4 + Revise plate length and bolt spacing to be as (8) HILTI KWIK BOLT 3 A marked in red 3/8'0 X 2 1/2" MIN. EMBEDMENT 6" 1'-2 1/2" 1'-2 1/2" 1'-1' 4'-0 3/8"3/8 I DIA HILTI KH-EZ _ 0 SCREW ANCHORS w/3 1/4" -- NOMINAL EMBED. ONE R=Q'D N GUARDRAIL ASSEMBLY N MK 126A a126 PER STRUCTURAL (@ LEVEL 2) PT SLAB MARKUP ON SK-137 DATED 10/29/2019 SECTION A-A d M 6'-1 0" U Z 0 U 6'-10' 0. O NOTES: 1. MAT'L: PIPES - A53 GR B PL'S, RODS ' A36 2. WELDS: AWS D1.1 3. WELD JOINTS ALL AROUND & GRIND SMOOTH 4. HOLES: SHOWN 5. FINISH: BLACK POWDER COAT 0 10/3/19 FOR FABRICATION RR A 4/30/19 FOR APPROVAL RR REV DATE DESCRIPTION BY FRONTIER METAL FA3RIMATIONS, INC. DETAILING ARCHITECHNICAL, INC. DRAWN: RR CHECKED RR DATE 2/19 THIS DRAWING INCLUDES: GUARDRAIL ASSEMBLY AT STAIR #1 — LEVEL 2 FORT KEYWAY CORP Hill Architects Review 1-Nov-2019 PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-1 26 I BILL OF MATERIAL NO.TO SHIP TOT. PC. LENGTH RE- DESCRIPTION WT SHIP MARK PCS. MARK FT. INCHES MARKS ONE 127A WALL RAIL ASS'Y CAP END 1 1/4"0 STD PIPE 22 0 LF± 50 AS REQ'D 5 WAGNER WALL MOUNT BRKT 3422 5 FIELD FASTENERS 1 1/4"0 10 3/8"0 LAG SCREWS 0 4 - STD PIPE V _ -- 11" 17'-6„ 10 1/4" TOTAL WT. 55// rA C. APPROVER FIELD VERIFY aio ALL ANGLES & DIMENSIONS 0 GC provide blocking as 11° 1 1/2" / SS required for attachments STD PIPE 0 1 1/4"0 STD PIPE typical \ N 0 \ field verify "*' _WAGNER 3422 \ \ A �� g 12 3/8„ WALL MOUNT BRKT \ \ 10 sve,, ,//6" 7 5/8 - \ -- \'\ 3,0 / CAP END \ o AS REQ'D SECTION A-A ' C/ N,/ g�1 1 1/4"0 STD \ -- ,\ S/8„ PIPE (TYP) NOTES: '\ 1. MAT'L: \'\ — \ yp PIPES - A53 GR B , ,,\ PL'S, RODS A36 \ ® 3. WELD JOINTS ALL AROUND & GRIND SMOOTH '\ -- '\ P\ 4. HOLES: SHOWN \ 5. FINISH: HOT DIP GALVANIZE,, Black powder coat 4' ' \ /0 \ s/8 ''\ B 5/9/19 FOR APPROVAL RR A 4/30/19 FOR APPROVAL RR -, 41' REV DATE DESCRIPTION BY \\ \ s\` \ FROKTIE METAL F °�o N CA°-T[IONS, KC . Plans show wall ends here and \--\ \\- 1 -Q„ I DEI"LING ARCH/TECHNICAL, INC. DRAWN RR CHECKED RR DATE 2/19 handrail extension returns to end of _ N wall. Verify field condition ___ '\ THIS DRAWING INCLUDES: WALL RAIL ASSEMBLY —-- \- -- --[ -- AT STAIR 1 - SOUTH STAIR LOBBLY TO LEVEL 2 FOR: KEYWAY CORP. ONE REQ'D N WALL RAIL ASSEMBLY N MK 1 27A Hill Architects Review 2019-09-10 PROJECT: 72ND AVENUE APARTMENTS DRAWING NUMBER (TYPICAL RAIL FOR L & R STAIR #1 - FIELD VERIFY ANGLES & LENGTHS) 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-127 A t CAP END(0 FIELD TRIM AS REQ'D TO FIT Lo t1 1/4"0 GC provide blocking as 1 1/4"0 t STD PIPE required for attachments STD PIPE 11" 8. 4"- typical 7'-7 3/16" 1'-2 3/16" 10 1/4" 1'-1 7/16. — _ i rA 1 1/4"0 STD . PIPE (TYP) ' cONIN CAP END1 1/4"0 STD PIPE 12 AS REQ'D A 7 7/16 12 _ h ro , o o 1 9' •8s• 1 7 7/16 •\'` N 11 - �/ '5\. 0 1'-0 1 /�" N 8 1 1/4"0 STD PIPE >4.° �, rA T N /w M 4 r -5,R; -- .0.. yNi. FIELD TRIM A TO FIT ch6 1. '7 Tj8„ 6" 1'-O" (7) 1 1/2" --- - I (, - N ONE REQ'D N WALL RAIL ASSEMBLY N MK 128A ONE REQ'D N WALL RAIL ASSEMBLY N MK 128B (TYPICAL RAIL FOR OUTSIDE WALL STAIR #2 - FIELD VERIFY ANGLES & LENGTHS) (TYPICAL RAIL FOR CORE WALL STAIR #2 - FIELD VERIFY ANGLES & LENGTHS) Stair runs are not identical on all floors. APPROVER FIELD VERIFY Field verify layout at each floor. ALL ANGLES & DIMENSIONS 1 1/2" 1 1/4"0 Ss Handrails at center wall to be STD PIPE continuous where stair continues on opposite side of center wall. _ 0 BILL OF MATERIAL A 5/9/19 FOR APPROVAL RR REV DATE DESCRIPTION BY NO.TO SHIP TOT. PC. LENGTH RE- SHIP MARK PCS. MARK FT. INCHES MARKS • WAGNER 3422 `� DESCRIPTION WTMETAL /� fin [INC3/8„ WALL MOUNT BRKT FDDNT uVULSTAL 010 0[ATIKD 109 N ONE 128A WALL RAIL ASS'Y --..- 1 1 1/4"0 STD PIPE 11 0 LF+ 25 3 WAGNER WALL MOUNT BRKT 3422 5 DETAIIIN° ARCHITECHNICAL, INC. DRAWN RR CHECKED RR DATE 5/19 SECTION A-A NOTES: THIS DRAWING INCLUDES. ONE 128B WALL RAIL ASS'Y 1. MAT'L: WALL RAIL ASSEMBLIES 1 1/4"o STD PIPE 11 0 LF± 25 PIPES ,- A53 GR B AT STAIR 2 — TYPICAL OUTSIDE & CORE WALL RAILS 3 WAGNER WALL MOUNT BRKT 3422 5 PI'S, RODS ' A36 2. WELDS: AWS D1.1 FOR KEYWAY CORP. 3. WELD JOINTS ALL AROUND & GRIND SMOOTH FIELD FASTENERS Hill Architects Review 2019-09-10 4. HOLES: SHOWN PROJECT.: 72ND AVENUE APARTMENTS DRAWING NUMBER 12 3/8"0 LAG SCREWS 0 4 - 5. FINISH: HOT DIP GALVANIZED< Black powder coat 11740 SW 72ND AVENUE, 17GARD, OREGON 72A-128 TOTAL WT. 6O