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Plans (7) BUP2019 -00275 w a 3'-0'4 22'-O"± 17'-O"± 3'-0'4 p w 90t 1 68t (E) CONC. GENERAL STRUCTURAL NOTES: z WALL TO REMAIN O g CODE REQUIREMENTS: '4 M \ _ _ CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2014 OREGON STRUCTURAL SPECIALTY CODE, N p ® ® REFERENCED HEREAFTER AS IBC. 'r C, Tn O M M LEDGERx12 G� I�P�)31TERT: DE N WAS BA ED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: 3 V G ti y (E) 4X4 RAIL POSTS FLOOR LIVE LOAD: 100 PSF p c o TO REMAIN,TYP. r° F as EXISTING C0D1Tl0(WS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY '® 0 THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. U TEMegWY�,QNDk`TIONS: �}/1,� �) THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING R CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION S GINE ONLY. ��'�� +1 �/ 18,720 o my CARPENTRY: ,� /I n -7 � b p} SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST 0.X/ L' COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL y OREGON LUMBER SHALL BE 19%AT TIME OF FABRICATION ALL WOOD SHALL BE PRESSURE TREATED.GRADES SHALL BE HF42 UNLESS NOTED O `� Z, ^ OTHERWISE ON THE PLANS. 99<AY 20. lg0 JUS FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND 1 RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. EXP: 6/30/20 SIM. 52 ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ® ® �nKE' `� @1 _®_ _® ■ ® E 0 E WORK IS LIMITED TO REPLACEMENT OF THE EXISTING DECKING WITH NEW'AZEC-VINTAGE COLLECTION'COMPOSITE DECKING. NEW DECKING REQUIRES SUPPORT AT 16"O.C.MAXIM IMUM. NEW JOISTS ARE BEING INSTALLED BETWEEN EXISTING TO MEET +I SPACING REQUIREMENT. ALL OTHER EXISTING FRAMING AND GUARDRAILS ARE TO REMAIN IN PLACE. NOTIFY ENGINEER OF RECORD OF ci (E) GL 5 1/8" E) GL 1/8" ANY DECAYED OR OTHERWISE DAMAGED CONDITIONS PRIOR TO INSTALLING NEW DECKING. \ - - - - - - - - - - - -- - - - - U) w Lli - - - - — T - -- - - - - - - -1- - - - - w (� GL 5 178" E) GL 3 1/8" W CVZ U RECEIVED w > cel w SEP 3 0 2019 O � � � c C1���`\ 1 VALIDITY E O PERMIT CITY OF TIGARD 3 BUILDING DIVISION � D U) W THE ISSUANCE OF A PERMIT a m � W S2 BASED ON CONSTRUCTION rn S 12(�i A j1 \ ■ DOCUMENTS AND OTHER G CC - Z V 44El) X I DATA SHALL NOT PREVENT Z z S2 I THE CODE OFFICIAL FROM If J z Z Z TYP REQUIRING THE CORRECTION C Y ` Q m OF ERRORS. OSSC 105.4 U � (nw WQ OO 5' 4"t Z� = m U W OCn N (I\) GL 5 1'8" ;E) UL 3 1/8" — Y L - 2 (E) GIL Ir ( )GL 3 8" 1 ( P.T. 12\ / FOUNDATION PLAN KEYNOTES: @ ' 0"011? T(P. 52 2 I �/ HANGER SCHEDULE U) \ _ 1. REPLACE EXISTING DECKING WITH NEW 1 �A^ 71C ( "THICK TIMBERTECH'AZEC'VINTAGE COLLECTION 31 ( { .T.yX1� @ DECKING. FOLLOW ALL RECOMMENDATIONS IN MAN UFACTURERS'DECKING INSTALLATION AND JOIST SIZE HANGER SKEWED HANGER W �— Z MAINTENANCE GUIDE. ATTACH DECKING TO FRAMING WITH (2)#8 x2%Z' SS'TRIM-HEAD' HEADCOAT 2x12 'LUS210' 'HU210' SCREWS. O Q S2 \5 / �/ 4x12 'LUS410' 'HU410' Z J 2. INSTALL P.T. 2x12 (HF#2) BETWEEN EXISTING 4x12 JOISTS SPACED @ 2'-0"O/C FOR SPANS UP TO 12'-0" NOTES: J 3. INSTALL P.T. 4x12 (HF#2) BETWEEN EXISTING 4x12 JOISTS @ 2'-0"O/C FOR SPANS EXCEEDING 12'-0". ALL HANGERS TO BE SIMPSON Q Z 0 / i STRONG-TIE, Z-MAX COATING. LL ® 4. PROVIDE ADDITIONAL P.T. 4x12 WHERE EXISTING JOIST SPACING EXCEEDS 1'-4"0/C. W N I @ / NOTES: Z OFFICE COPY W < * / DIMENSIONS SHOWN ARE BASED ON ROUGH FIELD MEASUREMENTS. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CITY OF TIGARD / REVIEVME FOR CODE COMPLIANC$ Q Y U Approved: GRAPHICAL KEY: OTC: I I D W 1/ � ® - (E) P.T. 4x4 RAIL POST. Permidres� ^03 � � Ad ` / / ■ (E)TS 3%z x 3%z RAIL POST. Suite$!: ' z (E) 12"0 CONCRETE PILE. By: -J I7 Dater Q I � � SIM.�yry OAC i q I'+try I I l�l"i�'✓,a� � �/ .__ (E) P.T. 4x12 LEDGER 4 (E) CONC. I / WALL TO REMAIN S2 I/ / ®' • L a a • � I / r / c� i . . ' // f Ml'AREA OF WORK O SEE 2/S1 FOR PLANS T.M. RIPPEY DESCRIBING REPAIRS. w a' >, tt @ CONSULTING ENGINEERS INC. 2019, ALL RIGHTS RESERVED 2 GAZEBO FRAMING PLAN " THESE DRANNGS ARE THE PROPERTY , er, TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED • • • , IN ANY WANNER EXCEPT NTH THE PROPER S 1 SCALE: 1/4"= 1'-0" WRITTEN PERMISSION OF T.M. RIPPEY O.• _ ��' CONSULTING ENGINEERS INC. Priarity F - ear • 4n" DATE: 09-27-2019 •(, '-a ' ^� DRAWN BY:JSC yyo •. CHK'D BY: RNT •' ent SHEET NORTH si VICINITY MAP S 1 ADDRESS: SCALE: NO SCALE OF 2 1040 SW NIMBUS AVE. PORTLAND, OR. 97223 TMR PROJECT No.: 19299 w � W 3 (E)2x12 BLK'G (E)2x12 BLK'G T I� (E)GUARDRAIL AND USE FACE MOUNT S2 (E)JOISTS POSTS TO REMAIN NEW DECKING (E)JOISTS a@ 2'-0"O/C O S HANGERS THIS SIDE PER PLAN @ 2'-0"O/C U 7 � _ _ _ yN / � o� mg ► � USE(2) 16d TOENAILS NEW DECKING EQ. EQ. NEW DECKING > o PER PLAN USE FACE MOUNT EACH SIDE OF JOIST PLAN A r PER d m^ i � f R1 Po .. HANGERS THIS SIDE I 3 o rl N,S2 I I (3) 16d TOENAILS (E)JOISTS JOIST TO BEAM 1 ° - @ 2'-0"O/C NEW FLOOR JOISTS NEW JOISTS O O •. PER PLAN @ 2'-0"O/C X. pp (E) BLIPG AT RAIL POST, (E)4x12 JOISTS DO NOT CUT (E) GL BM PER PLAN - 2'-0"O/C NEW2xl2 / � Ts.7zo FACE MOUNTSKEWED HANGER HANGER (E)GL BM PER PLAN = (E)4x12 LEDGER T � NEW JOIST ,r OREGON NEW JOIST — PER PLAN PER PLAN 9�p PJU H TURNO 1 SECTION2 SECTION 3 PLAN VIEW JOIST / BEAM 4 LEDGER ELEVATION EXP: 6/30/20 SCALE: 1..= 1'-01, S2 SCALE: 1"=1'-0 $2 " ; SCALE: 1"= 1'-0.. SZ SCALE: 111= 1'-0" F— Ww CW G w W N w V a m w 0 W F- 2Z CD wZoinz 2 � � mY WC) J o > 0000 Z = m U W Y Q C7 J_ Q I- w Z_ Q LL Y U w z 0 s T.M. RIPPEY ©CONSULTING ENGINEERS INC. 201% ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF TTA RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF T.M. RIPPEY CONSULTING ENGINEERS INC. DATE: 09-27-2019 DRAWN BY:JSC CHKD BY: RNT SHEET S2 OF 2 TMR PROJECT No.: 19299