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Z • ���• ExTeme REV= jw .. r- - _ _ _ ____ ._ _ -- - - _. _ _ -_. EX. Out►Au'ti - --- - _ _ ------.�--=-- h 6' ay. (MI) ,ito -41K 0-4-00 ea- R 1001�IESD NVWANT A -- — i•Q10N — -- - _ _ _ _ / / • I I I mar 1 1 \ \\ \ I 6w ik • _ 1 ! 00 ! O I I Lll..ri_ �. \ ` OL r No I { 1 ee- + I r An LOW POINT IE 90.116 I I \ \ \ \ L ._ o.n. I 1 I • a taro a tw, VER11RY LEV. r An / ( I r two f4M $1.50If ack IE M23 POLE I I 06 \ IJONT POLE \ ` ` . 1 1 I { 1QD -- \ -- { 1 • ,� r ver r rvc �. _ _ \ ' TC 11X. �o. wme \ �' i I • `_ ~ \ \ / -. � oo'dif ward a� -� I ' �� / a•o.0000 0-NAGS 1-1 \ I I I I I I • 1 ( I (TYPICA -40 L NE RDAOVIW 00 / G' INV OUT 01.66 (N) / 6` IE00.06 1 OL TO !E SUMP 00. 6 • t j I PLUGGED AT CN / ONNECT NEW 6` • � FA • �. — w J I // rINV OUT 00.115 (E) / ALI TO 011. 6' PIPE � � \\ \\ I I I � I ; t I I I I I / I" 70.00 / � �. \ \ \ \ \\ I I I I l� � pt • ' 1 I ' I I / / >A.. - ` \ ` I I � + I I . � ' '' � I Q ALJ • r I � I I R 1 + ! I I PROP // / 'tt•aaw' --- - - -- \ \\ \ \\ \\ I I + I I // 1 to [��.' KZ of \ r I 1 T N; I I I PROPOSED BUILDING •� \ ` EXIS I , BUILDING I \ 1 I 1 1 IE 91.16 ra \. aNtst qtr t � � �� � .__ . .. _... _... __ -- ._ - - . - - ) J / � 1 I ► , � �� r r 1 1 I ► IIII � ' Q. \ twonnr tmwat ✓ 1 \ 1 1 I ` / \ dao �ANr t�►tt \ , ootlo I 1 II Q � T 1 1� I I TO K MDAOVED \ 1 I I I I + C • --- - _. - �slrM RMI dI ed t . soNEti I I 1 I I I • F11 .l. �• �� :• IE 92.00 1 1 1 I I . . r NEROLA>j0 _ � (2) 1 230V SEWAGE PUMP M r a I ~ / 1 1 , 11 I ( I I I A Li 1 MOOEL /W:11011ld11F (OR 1 1 I _ t I I i , • � � w% IINOMNus ooNTROL PAtyQ.s �\ � \ —• ____ \ ` r -�- .— —. _._ ,, — -- I T-- ••� I-'-n , �l , e _ - -- -- MDOL 12 . , 1 \ I I I , ] INE -- - ALARM AND ,` / 'a ONT POLE I IIII 1 • [NCL00IlRE TRANS►ORMEI! PAD ' -� \ _ 1 1 I { I IIII • O uoNt ►Ota \ 1 IIII ct ' ' ,.,'` � .. \ 1 / / .• r / IIII w • 1 � • ,.� III o �' �!.--- III o I • 1 t... .-. _ _ _ I 1 I � � � ' � ' / f ( l IIII �,.. jEXISTING BUILDING EXISTING BUILDING I I // r' II ! EXISTING BUILDING -� -- - 1 / / / / // 1 I I \, I ► I _ LWT im I I I I I • � / + r � � l l // � ,// I I I A I oNT POLE , j J I I ': I � I I •J , , f ► , , ,� , I III b r � > - I • A IN/ \\,.AIST SFJtVICET WITH '\ \\ \ \ \\ \\ \ 1 I I I /WkTmI V / /Ow POLE EXISTING S IM I T- "'•••'p 1 / / EX SANITMY �HTY w�i o+oTl • Ex:\10' PRESSURE � 9 I EX. HYDRANT W • • • • • • .. • • . . . • • . • • • r • • • • . • • • • w• • • A • • r • • a • • ••.r. • • • • . • • i • • • • •rte • • • • • • sr•. • • " • • r • • r • • i• • • . • r • • • • • • • • r. • • d■ • • •ter • • wt • • r • • ■ • • • • • • s . • • s • • I � R M ELEVA11ON � Z SEE PLAN GRAPHIC SCALE � CATOO'BASINS ARE TO 8E Storm Droln Not I PREFABRICATED OR POURED STEEL PLATE CATCHBASINS SHALL NOT BE LESS THAN 10 �' W IN PLACE. " GAUGE WITH WELDED SEAMS WITH SLEEVES ATTACHED FOR I. Cleanouts to be the some material as pips. Cleanouts In payed areas cars to g CONNECTING THE STORM DRAIN LINES. have an Iron *me and cover. ( � � o a INVERT OUT X Z. Pipe bockfill In all pipe tons areas Is to be 3/4"-0" crushed rock. • SEE PLAN FOO ; CATCHBASINS MADE OF CAST IKON SHALL HAVE A WALL 3. All nlatsrlals, Installotlon, tests and inspection$ to be mads In strict 1 t°ee ' '� R •••, �°� � SIZE dt ELEVATION THICKNESS OF NOT LESS THAN 1/4- WITH SLEEVES ATTACHED accordance with Clty of Tlgord Standards and Codes. � c FOR CONNECTING THE STURM DRAIN ONES. Colvin Presbyterian Church SGL00-057 5-19-00 Q p � oe ��» STEEL CATC48ASINS SHALL BE ASPHALT COATED INSIDE OUT. OIL TRAP s' ' CONCRETE CATCHBASINS SHALL HAVE A WALL THICKNESS OF 4" .� DATE MAY 00 WITH CLEANOUT ': .. REINFORCED WITH /4 BARS O 0' O.C. s 24 2, Mf ,- sr SCALE 11" = 20' 12,8 0 , DRAWN Jw ■w •• — .■r. Q1f Q0�`0.'37 14, , SHEET �. N.T.S. _ -QU " C1 OF I SHEETS 10W 6W Canoftry Ln. 81T2000.mul DUP2000-M a of 3* .,, r..: .. .. i,....•. . .......1a Mr:."F+7't+id/MI.1fMs11MYfU!t�lillrYp6W r.` . - _ V 2 dommilga Aim- 6 10 12 14 16 + ' ' � 11i� �, .; Lil 111111) lilllll Ilfllll Ilallll lillll! UIIIII Ilallll IIIIIJI illi 1111111 Illilll VIII I II �' `: j, ,���41��^.;�w� , `,,;`' �.�- I- , , 1111 ! ' . 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"J / Y._.fi—..ik�•1:i 1:i1- '.: 'w.Nr.n �..� • .. ♦t � *' `.. .- •.!w�lM.M ...N♦^.�•tir►�r+w.•.�{�.»....,.- iii. : 1w�r.M1t+M.M.•+.YMMwNw.Mrm.1.�1ew•+iMw-.tea.,« ..LL•,. -..w».m!-. ....s+,V.r•M+`w4'»,.„....wrp, v*I..+e. , y BUILDING CODE ANALYSIS(1904 UNCI PROJECT INId'QMUnON CALVIN PRESBYTERIAN CHURCH IS A SINGLE BUILDING STRUCTURE COMPOSED OWNER: CALVIN PRESBYTERIAN CHURCH OF SEVERAL ADDITIONS AND REMODEL, BEGINNING IN THE 1970'S. 10445 S.W. CANTERBURY LANE TIGARD,OR 97224-4811 QNMMUCE10tj NOTES THE 1991 MASTER PLAN RECOGNIZED THAI'THE EXISTING STRUCTURE WAS A PHONE: 639-3273 TYPE V-N OR TYPE V-I HR. STRUCTURE. THE BUILDING IS NOT FIRE SPRINKLERED. BUILDING COMMITTEE COORDINATORS* • JOHN MERRIFIELD IT WAS DETERMINED THAT SUBSEQUENT PHASES AND ADDITIONS WOULD RAY BEYER 1• AN AREA OF RESCUE ASSISTANCE IS PROVIDED ON THE MAIN CAOSE THE BUILDING TO EXCEED THE ALLOWABLE AREA PERMIITEI)IN UBC RA)()R AT THE LANSING INSIDE OF THE STAIRWAY ENCLOSURE AT TABLE 5-B FOR TYPE V-I HR. (UN-SPRINKLERED)CONSTRUCTION. ARCHITECT: RUSSELL L. LEACH MS NE CORNER OF TrIE ADDITION PER OSSC SECTION 1107. OW ALTHOUGH SPACES WITHIN'I'KE BUILDING HAVE A VARIETY OF OCCUPANCY P. X 1 SHERWOOD, OR 97140 2. HANDRAILS ON THE STAIRWELLS SHALL COMPLY WITH SECTION CLASSIFICATIONS INCLUDING ASSEMBLY,CLASSROOMS, OFFICES,ETC.,THE PHONE: 692-4675 MOST RESTRICTIVE CLASSIFICATIONS WERE USED. (A-3 AND A-2.1) 1109.5.6. SEE DRAWING A-22 FOR DETAILS. STRUCTURAL T.M. RIPPEY CONSULTING ENGINEERS IN 1992, A 2 HR. AREA SEPARKnON WALL WAS CONSTRUCTED DIVIDING THE ENGINEER: 7070 S.W. FIR LOOP SUITE#100 3. ACCESSIBLE SIGNAGE TO BE PROVIDED IN ACCORDANCE WITH E)USTING BUILDING COMPLEX CONSISTING OF: TIGARD, OR 97223 OSSC SBCTION 1109.1 S. MAIN FLOOR 11,380 SQ. FT. PHONE: 443-3900 4. STAIR SECTIONS AND DETAILS ARE SHOWN ON DRAWING A-22. LOWER FLOOR 3,966 SQ. FT. CIVIL SISLJL ENGINEERING ENGINEER: 375 F°3RTLAND AVENUE S. ACCESSIBLE ACCESS TO THE STAGE/PLATFORM AREA IS BY RAMP TOTAL 15,346 SQ. Fr. GLADSTONE, OR 97027 IN ACCORDANCE WITH OSSC 1109.7. SIE DRAWINGS A-5 AND A-I 1 PHONE: 657-0188 OCCUPANCY-A-3 TYPE V-1 HR.CONSTRUCTION ASSUMED SPECIAL CARLSON TESTING OPEN 3 SIDES= 10,500 SQ. FT. X 2-21,000 SQ.FT. (ALLOWED ON MAIN FLOOR) INSPECTIONS: 8430 S.W. HUNZINGER SUITE#100 - OSSC TABLE ISA TIGARD, OR 97223 2. THE,1RF.A EAST OF THE 2 HR. AREA SEPARATION WALL WAS MASTER PHONE: 684-3460 F�l CLASS B ROOF ASS&:91I.IES ARE REQUIRED FOR THE PROPOSED PLANNED FOR 2 OR 3 CONSTRUCTION PHASES,PROBABLY REQUIRING OCCUPANCIES AND CONSTRUCTION TYPE. ANOTHER 2 HR. AREA SEPARATION WALL, LEGAL MAP NUMBER: 2S1 11BC DESCRIPTION: TAX LOT NUMBER: 2800 COPNOSITION SHII<'GLE ROOFING TO BE IN.ACCORDANCE WITH 3. A 2 HR. AREA SEPARATION WALL IS PROPOSED THIS CURRENT(2000) TABLE 15-B-1. ADDITION. ZONE: R-3.5 • BUILT-UP ROOFING TO BE IN ACCORDANCE WITH TABLES ISE, 15F, THIS PROPOSED ADDITION AND THE PREVIOUS 1994 ADDITION ARE TYPE V-1 OCCtilANCY: A a-01 HR.CONSTRUCTION(OPEN ON 2 SIDES). AND ISG. r � .t ti'''ti'''`"'"`r'�1-�'v'�'"�'_ _. CONSTRUCTION: TYPE V, ONE-HOUR (�T4r4oIK-H'�Ti .) " MAXIMUM ALLOWABLE AREAS (BETWEEN 2 HR.WALLS): ROOFING SUBCONTRACTORS TO PROVIDE WRITTEN CERTIFICATION TO THE BUILDING DEPARTMENT FOR CLASS B INSTALLATIONS 1 S'T'ORY NIAX 10,500 SQ.FT. X 1,.5 r ('� x-150 SQ.FT� CODES ABLE UNIFORM BUILDING CODE - lArt.- � !°: °J :> CODES: OREGON: NOW Rd61�1�11'�IArt� C►JF-tZC�'t �D'& RY MAX(TOTAL) IOG-�oc6Q.FT. X 2 = X1.1 t coo SQ.PT. Z�r O GI.1•APTL2 ) `'''" CITY OF TIGARD DESIGN&DEVELOPMENT STANDARDS 4. PROPOSED NEW ADDITION THIS APPLICATION CONSISTSAND DETAILS 1. TYPE V OffeHOUR CONSTRUCTION THROUGHOUT IS REOUIREI?BY 8,334 SQ. FT.-LOWER FLOOR 8,334 SQ.FI.-MAIN FLOOR �.._-n.... , .. ..1` __.., __.� ..1 ...._ , -......•�..._.. // SJkMON 504.2 AND'TABLE S-B. TYPE V NON RATED CONSTRUCTION IS NOT ALLOWED FOR A 2.1 16,668 SQ. FT.-TOTAL OCCUPANCIES. THE NEW 2 HR. AREA SEPARATION WALL DIVIDES THE NEW CONSTRUCTION THIS NEW-ADDITION ATTACHES TO A 1994 ADDITION WHICH WAS WHERE: CONS;RUCI'ED TO TYPE.V 1-HOUR(THROUGHOUT)STANDARDS. A. 7,807 SQ. FT. PER FLOOR(15,607 SQ.FT.)IS NORTH OF THE 2 HR.WALL, DRAWING IriDEX L `••�,•- 2. A 2-HOUR FIRE RATED AREA SEPARATION WALL ASSEMBLY IS A-1 COVER SHEET $TP•I f'L D�Ari L.-5 � BY OSSC SECTION 504, 505 AND TABLE S-B TO PREVENT B. 527 PER FLOOR(1,054 SQ. FT.)IS ADDED TO THE EXISTING TOTAL FLOOR 1 AREA(15,065 SQ. FT.)LYING BETWEEN THE 1992 2 HR. AREA SEPARATION A-2 SITE PLAN -EXISTING 5GH CIZvL- ` r— 'I'HE COMBINED BUILDING FLOOR AREAS TO BE"OVER AREA"FOR WALL AND THE NEW PROPOSED 2 HR WALL. A-3 SITE PLAN-ADDITIONTHE OCCUPANCY(A2.1)AND CONSTRUCTION TYPE(V 1-HOUR). A4 TRANSITION PLAN-LOWER FLOOR - 00 C. EACH"COMPARTMENT'A AND B IS UNDERAREA(LESS THAN 21,000 SQ. FT. A-S TRANSITION PLAN-MAIN FLOOR THE MAXMUM BASIC ALLOWABLE AREA(FROM TABLE 5B)ARE ON 2 FLOORS). A-ti ROOF PLAN 10,500 SQ. 1•T. FOR A SINGLE FLOOR AND 21,000 SQ. FT. FOR A A-7 ELEVATIONS A-8 ELEVATIONS BINED TWO-STORY F"R AREA_ COM �- •� N AA ELEVATIONS THE PROPOSED ADDITION AND THE EXISTING 1994 COMPARTMENT A-10 ADDITION-LOWER FLOOR PLAN A-11 ADDITION-MAIN FLOOR PLAN Q)D � HAVE FLAOlk AREAS BELOW THE MAXIMUM ALLOWED. q A-12 BUILDING SECTIONS - 3. A IS PROVIDED BETWEEN THE(2) } McDonald Rd A-13 BUILDING SECTIONS U C A-14 BUILDING SECTIONS COMPARTMENTS(ON BOTH FLOORS)AT THE 2-HOUR AREAS A-1 S BUILDING SECTIONS SEPARATION WALL IN ACCORDANCE WITH OSSC SECTION 105.3.5. A-16 BUILDING SECTIONS OPENINGS(DOOR ASSE'NIBLIES)ARE RATED AT 1-1/2 HOURS AND °' < A-17 PLAN DETAILS-LOWER FLOOR WILL HAVE HOLD OPEN DEVICES AS SPECIFIED IN SECTION 713.2 a E n A-18 PLAN DETAILS-MAIN FLOOR. - 4 � qq C► SIT a_ AND UBC STANDARD 7-2. A-19 ROOF FRAMING DETAILO A-20 ROOF FRAMING DETAILS -�— 4. DRAWING A-12 SHOWS 1 &2 HOUR FIRE RATED WALL ASSEMBLIES, � A-21 CEILING FRAMING DETAILS 1-HOUR FIRE RATED FLOOR CEILING AND ROOF CEILING Lr) LIGHTING AND ELECTRICAL PLAN-LOWER FLOOR ASSEMBLIES. AND WITH THE APPLICABLE TJL OR ICBO Bull Mountain Rd. � ; Q E-2 LIGHTING AND ELECTRICAL PLAN-UPPER FLOOR DESIGNATION. � �- sg s L-1 LANDSCAPE PLAN S. DRAWING A-12 SHOWS THE LOCATION OF DRAi'T STOPS IN CONCEALED SPACES OF THE FIRST FLOOR AND MAIN FLOOR S-1 GENERAL NOTES/DETAILS C'?ILING ASSEMBLIES PER USSC SECTION 708.3.1.3 S S•2 FOUNDATION PLAN S-3 FLOOR FRAMING PLAN COMPARTMENTS ARE LIMITED TO 3,000 SQ.FT. AND 60 LF _� �d. S-4 ROOF FRAMING PLAN • S-5 DETAILS MAXD". ., �� 3 S-6 DETAILS 0 C S-7 DETAILS ` CPO C-1 STORM WATER AND SANITARY PLAN NORTH S_ KITCHEN FLOOR IAP F2KITCPLUMBING FS-3 KITCHEN ELECTRICAL PLAN r;( I y_YX 2000 M U LTI P. U RPOSE LASS ROOM A D D I T 10 N CALLN111M PRE E3N"If TERIAIM CHURC11mi 10445 S.W. 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II I ..,.,Illil� Illl II i 111111) VIII I IIIIIIIIIIII !I 1191 I illl I � I,I 1111111 Iilllll Hill lll�l II 1111111 .11lillllll 1111111 VIII I —ak--- ----w-- ------------------ ljQ_ ji" JAWAAAA all jw4j"... i.. %L k h 11 _91 .Al 71 Abbis 1 .21 m�lili u�finnli�iluulml ' Y . s a rte. .,,. ;:K..•, - - . - - _.... ... _. .. -• e r a � U � Q40DE 11IECL11WANIENT$: CONCRETE NOT EXPOSED TO WEA rHER OR IN CONTACT WITH EARTH: 1-IOLDOWN SC+�EDULE C0P#iVRr G' TO THE UNIFORM BUILDING; CODE. `557 EDITION, AS AMENDED BY THE STATE OF SLABS, WALLS. AND JOISTS: NO.I4 /.,ND NO.18 BARS !_ _ _ NO.11 BARS AND SMALLER 3/4' " r, M _ �C�14 CRITERIA: BEAMS AND COLUMNS: HD 5B A.B. 0 STUDS EMBED SIMPSON ANCHOR � oUM �i' °►s (2) - 2x4 12' S5TBI6 HD2A ►WAfs 5A6ED ON THE 5TiRENGTH AND DEFLECTION CRITERIA OF THE 1591 UNIFORM PRIMARY REINFORCEMENT, TIL5, 5TIRRUP5 _ �1NE:,OING CODE. IN ADDITION TO THE DEAD LOAD5, THE FOLLOWING LOADS WERE USED FOR AND 5PIRAL5 11/2' vi HD5A 3/4' 3/4' (3) - 2x4 I0 S3TB22` CM45K WITW, LAAE LOADS REDUCED PER UBC: a WD&A y�` �' (3) - 2x4 24' _ 5ST528 I5F r S [= t _ P (51+/0111 pfR1►"T AS S�IOWN ON DESIGN DRAWING.g). ( NCRETE ACCE55OR1� HDSA k' (3) - 2x4 24' 5ST528 NEL50N HEADED WELD STUDS SHALL BE AUTOMAT!,';ALLY WELDED WITH THE MANUFACTURER'S _ i SOIL aEARING PRESSURE. 1500 PSF STANDARD EQUIPMENT IN 5TRICT ACCORDANCE WITS-! T14EIR RECOMMENDATIONS. HD10A Z6' �' (3) - 2x4 24' -- 55TB28 --- _--- - _--- dE& C,. YON£ III, R - 4.5 (501L PROFILE: TYPE D) CONCRETE EXPANSION ANCHORS SHALL BE '51MP50N WEDGE-ALL' OR ENGINEER APPROVED `�` 011 NOT : WOLDOIWNS ARE SIMPSON STROi\l�o ,�TIE ANCHORS EQUIVALENT. Q.' ' R 2x4 STUDS ARE MINIMUM, INCREASE TO 2xb * b' WALLS. WINKS. gkV P1PH, - EXPOSURE B It.szs ALL BOLTS AND THREADED Rl>D5 TO HAVE STANDARD M TA WASHERS. STUDS AND HOLDrAINS ARE TO BE CONTINUOUS ID96'INCs C4241DIT1O & ALL 5TRUCTURAL AND M15CELLANEOU5 STEEL: ASTM 43(o(FY-36,000 PSI) UNLESS NOTED TO MUD SILL AND FOUNDATION WALLS (THROUGH FLOOR 114E C04TWACTOR 5HAL.L FIELD VERIFY ALL EXISTING C.,.ONDITIONS, DIMENSIONS AND OTHERWISE �.00N r STRUCTURE WHERE REQUIRED.) 9Lffv4T10%5. THE CONTRACTOR 5HALL NOTIFY THE ARCHITECT/ENGINEER OF ANY �2 qq T.S. COLUMN: ASTM A500. GRADE 'B' IFtJ 4F,,000 PSI). r IO - Oi PA1�IGIE FROM CONDITION5 5HOWN ON THE DRAWINGS PRIOR TO THE START OF THE ALL BOLTS: A5TM A301 UNLESS NOTED OTI,ERWI5E. SHEAR WALL KEY W IC WELDING. PER AW5 STANDARDS. E10XX ELECTRODE AND BY AWS QUALIFIED WELDERS. R 'A ALL STEEL TO HA`✓c SHOP COAT.1• CON�D1710hv. ALL EKP05ED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO EXP: 6/30/01 J WALL TWE C 74TRACTOR SHALL, BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND BACKFILLING. E ISM146 °STIRUCILMRE.S AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE SHEATHING MATERIAL: -- LENCsTH OF WALL COVERED OiUUNiG6 "46 BEEN DE5IGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE 'A15C z I . '/2' PLYWD ONE SIDE BY KE'r - yATCHED LINE SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR z 21/2' PLYWD BOTH SIDES * BUILDINGS'. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN z 3 ■ 1/2' GYP BD ONE SIDE EDGE NAIy11 SWOP DRAtWNGG 5HALL, 3E SUBMITTED TO THE ARCHITECT/ENGIrdEER PRIOR TO FABRICATION BUILDING CONSTRUCTION AND SHALL BE 3/16' MINIMUM UNLESS OTHERWISE NOTED. O 4 . '/2' GYP BD BOTH SIDES PLYWOOD - 8d COMMON FIELD AVCS CG'N6T'RUCTIO1N REGA.RDIN^s ALL. STRUCTURAL ITET 15, INCLUDING THE FOLLOWING: WELDING SHALL BE BY AW5 CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE — �- &j2GK1L A ce NAILING * 12' O/C TYPICAL TO BE USED, UNLESS AWS QUALIr-ICATiON 16 SUBMITTED TO THE ARCHITECT/ENGINEER e yux= GYPSUM BOARD - % SCREWS FIELD CONCRETE "X DE54445, CONCiRETE W114011RCING, GLUED-LAMINATED BEAMS, AND PRIOR TO FABRICATION. bNPA(;ING SAME AS EDGE, TYPICAL P11111BPA:BRICATED WOOD J01575. � Lu _FAALT: 5d WALLBOARD NAILS CARPENTRY SILL StENERS. IE IF TDRAWINGS ON NGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRUCTURAL SAWN LUMBER DE51GN 15 BASED ON THE NATIONAL DE51GN SPECIFICATION, LATEST Ib U T NAILS \ UJ m"14ING6 THEY SHALL BE CLEARLY IDENTIFIED. ANY CHAhY_,E5 TO THE 5TRUCTURAL EDITION. 5AWN LUMBER SHALL CONFORM TO UE5T COA5r LUMBER INSPECTION BUREAU OR 1/2 1/2'#A,5. Q f Cs6 SILL FASTENER SPACING VPtAUN ` +ALL BE 5 5MITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW WESTERN WOOD PRODUCTS A550CIATION GR<4DING RULES. ALL LUMBER NOT SPECIFICALLY IN INCHES % • %' A.B. AMD ACCE3 WrAtACE GF THE ENGINEER NOTED 5HAL.L BE D.F. p2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR 3/4 ' 3/4" AB. CMU SHALL BE PRE55URE TREATED UNLE55 AN APPROVED BARRIER 15 PROVIDED. FRAMING EQUIVALENT BOX NAILING AT 5HEAF"ALL TYPICAL EQUIVALENT BOX NAILING DESIGN DR41WNG5, Swop DRAuAW-z ', AND CALCULATIONS FOR THE DESIGN AND FABRICATION ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE w OF Ij1 EM6 T+.+AT ARE DENIGNED BY OTHERS, INCLUDING: PREFABIRICATED WOOD JOISTS, COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE VV COMMON NAILS �Q cL AI `MMON NAILS BOX NAILS WlWZ30ll WALL, AND ALL OTHER GLAZING 5Y5YEM5 SHALL BEAR T0F SEAL AND 51GNATURE OF DRAWINGS. HANaER5 NOT SHOWN SHALL BE SIMP50N HU OF SIZE RECOMi'1ENDED FOR MEMBER z 8d O 6' O/C * 41/2' O/C I6d * 6' O/C * 4' O/C A.Srpt C7URAL EfNGINEER RE615T>ERED IN THE STATE OF OREGON, AND 5HALL BE SUBMITTED ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. 8d 0 4' 0/C • 3' O/C 16d v 4' O/C s 3' O/C TO TIE AIRC."TEGT/EiC"NEER PRIOR TO FABRICATION. DE51GN 5HALL BE BASED ON THE U gd * 3' O/C 2' O/C 166 s 3' O/C • 2' O/C 0jE:1111kE36TE9NT5 OF THE 1991 UBC. PLYWC'OD PANELS SHALL GONFORM TO THE REQUIREMENTS OF 'U.S. PRODUCT STANDARD P5 1 Bc� 2' O/C ---- ibd a 2' O/C ---- FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD' OR APA PRP-108 PERFORMANCE STANDARDS. a z �rHII�ORIC: UNLE55 NOTED, PANELS 5HALL BE APA RATEE)EU SHEATHING, EXPOSURE 1, OF THE TWICKNE55 — T IiNCOI'1PLETE WORK FRO1M FLOODING DURING 5TOR15 OR OTHER CAUSES, THOROUGHLY AND 5PAN RATING 5HOWN ON THE DRAWING.--. PLYWOOD INSTALLATION 5HALL BE IN * NOTE: WHERE:' PANELS ARE APPLIED TO BOTH r-ACE5 OF WALL AND NAIL SPACING BRACE OR OTHERIW5E PROTECT ALL STRICTURES NOT STABLE AGAINST UPLIFT DURING CONFORMANCE WITH APA RECOMMENDATIONS ALLOW 1/8' SPACING AT PANELS ENDS AND 15 LE55 THAN (P' ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL C0*&T1RUCTION. TAS ALL. NECE55ARY PRECAUTIONS TO PREVENT DISTURBANCE OF AND TO EDGE5, UNLE55 OTHERWISE RECOMMENDED Blr TPE PANEL MANUFACTURER ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3' NOMINAL OR THICKER Y" DRAM THE AREAS UPON WHICH CONCRETE 15 TO BE POURED. DO NOT AL LOW O AND NAILS ON EACH SiDE SHALL BE STAGGERED. "TM TO ACCUMULATE IN EXCAvATION5- REMOVE WATER TO PREVENT SOFTENING OF THE ALL ROOF SHEATHING AND 5U5-FLOORING SHALL BE INSTALLED WITH FACIE GRAIN I"SAdE F0jh0A71046. CONVEY WATER REMOVED FROM THE EXCAVATIONS AND RAINWATER TO PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. SHEAR WALL Z U DRAINAGE DITCHES OR OTHER STRUCTURES OUTSIDE THE EXCAVATION LIMITS FOR SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT T1W&6TRUGTUiR . EII 6 E THAT THE WATERING OPERATIONS WILL NOT ADVERSELY EFFECT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM Fi XJ%0AT10N6. MAJNTAIN THE EXCAVATION FREE FFk'OM GROUND WATER FOR THE TIME WITH UBC TABLE 23-11-5-1. AEdUIRED TO COPiPLETE THE WORK IN A PROPER WORIICIANL IKE MANNER REMOVE LOOSE OR 045TURNBED 501L FROM THE BOTTOMS OF EXCAVATION, FOOTINGS TO BEAR ON UNDISTURBED GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. 'PRODUCT 111144T1W4£ °SOIL. STANDARD P5 56, 'STRUCTURAL GLUED LAMINATED TIMBER' AND AMERICAN INSTITUTE OF TIMBER CON5TR,UCTION, AITC 111. EACH MEMBER SHALL BEAR AN RITC OR APA-EW5 UNERE C MPACTED AREAS ARE DISTURBED BY CONSTRUCTION OPERATIONS OR ADVERSE IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE U EA•TH,E , OVER EXCAVATE AND BACKFILL WITH MINUS CRUSHED ROCK COMPACTED TO COAT OF END 5EALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP MiNP U"r OF 92% OF THE DRQ' DEN51TY AS MEA5URED BY AA5HTO T180. OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE V15UALLY GRADED WESTERN SPECIES INDUSTRIAL GRADE, AND OF THE STRENGTH INDICATED CAWfLr :n.e4CECe2JCMM. BELOW: C� MV DE51C44, PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION M IXES BY EITWER LA80W.TORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, U51NG MATERIALS TO BE COMBINATION i i_1 1LI E!11°9.47rED ON THE WORK FOR EACH CLA55 OF CONCRETE REQUIRED. FURNISH CE=RTIFIED DEPTH SYMBOL SPECIE S —� OWPOW5 OF EACH PROPOSED MIX FOR EACH TYPE OF WOW OF THIS SECTION. THE O C04TRAC70R SHALL. SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, ALL 24F - V4 DF/DF SIMPLE 5PAN) A.PTINr M-rT OF T',UO WEEKS PRIOR TO PLACING CONCRETE. ALL 24F - V8 DF/DF (CONT. OR CANTILEVER) A47M>rrUIRE5: AIR ENTRAINING AGENT IN ACCORDANCE WITH A5TM C260 AND WATER- PREMANUFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE iIIIINFOUCINIG A0MX `URE CO!" 0 '11NG TO ASTM 454, USED IN STRICT ACCORDANCE WITH THE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST MACMILLAN 1'TANjr-AC-TURER5' REC,Cr `TENDATION5, MAY BE INCORPORATED IN CONCRETE DE51GN MIXES, COMPANY, OR AN ENGINEER APPROVED EQUAL.. PROVIDE BRIDC,,ING IN CONFORMANCE WITH f e AIM, A 1ft-E STRAINING AGENT C4:)NF•ORT1ING TO A5TM C260 SHALL BE USED IN CONCRETE MIXES THE MANUFAC'fURER5 RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF FCW ESCr1EMOR HORIZONTAL_ SURFACES EXPOSED TO WEATHER THE AMOUNT OF ENTRAINED RES15TING THE WIND UPLIFT NOTED ON THE DRAJJING5. THE JOIST MANUFACTURER SHALL AIR ALL BE 5% 1% BY VOLUME. FLY ASH CONTENT LIMITED TO 15% B I JEIGHT OF V151T JOB 51TE AS REQUIRED AND VERIFY- THE PROPER INSTALLATION OF JOISTS IN TOTAL C. "IE N1TIT1O 15 STENT- WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOi5T ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE 15 COMPATIBLE WITH THE LOAD CAPACITY, zU C04ORETE WOiRK 5HALL CONFOFrl TO ACI 301. CONCRETE STRENGT145 5HALL BE VERIFIED BY STIFFNES5. DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF TWE PROJECT, AND 15 ICBO w STANDARD 18-0o4T CYLINDER TESTS PER ASTM C39, AND SHALL BE A5 FOLLOWS: APPROVED. FCOCrN G& rcs2_5700 PSI AT 28 DAYS: T iAXiMUM SLUMP 3' PLUS OR MINUS 1'. !"1ECHANI�A�. 1HE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, WALLS Fas3OW P51 AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MINUS 1'- MECHANICAL, PLUMBING, FIRE SPRINKLER, MACHINERf, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR Pcs3,5r20 P51 AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MINUS 1'. CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY" DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER SUMEvE5, OPENINGS, CONDUIT, AND OT"E-R EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL REGISTERED IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE OiIR"INiG3 SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING, CONDUITS ARCHITECT/ENGINEER PRIOR TO FABRICATION. EMBEDDEC IN SLABS SHALL NOT BE LARGER THAN ONE THIRD OF THE THICKNESS OF THE SLAC AAD SHALL NOT BE SPACED CL05ER THAN THREE DIAMETERS ON CENTER PROVIDE 3/4 INSPECTION: Q66ArtFER5 ON AILL EXP05ED CONCRETE EDGES UNLESS NOTED OTHERWISE. SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM BUILDING H:.ODE AND APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS IREJNIFG?14t'CNa STS.,_ ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER 1EINFOiRCGNG STEEL SHALL COWORf( TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, FOR THE FOLLOWING AREAS OF :UORK: UPA.E56 C3TNERi 15E NOTED. REiNF-ORCING STEEL TO BE WELDED SHALL CONFORi`i TO ASTM A•7d*, WELD ? WIRE FABRIC TO CONF05r1 TO ASTM A82 AND A185. A. CONCRETE, INCLUDING CYLINDER TESTS, SLUMP TESTING, AND REINFORCING. igE1NCFC11Rc".r1N>iCs STEEL SHALL BE DETAILED IN ACCORDANCE WITH AGI 315- LATEST EDITION B. EXPANSION ANCHOR PLACEMENT WHERE INDICATED ON DRAWINGS. (IDETA.J L5 AND DETAIL INC CONCRETE REINFORCEMENT'). Z C. EPDXY ANCHOR PLACEMENT. O M) 05 }REINFORCIN Cs BARS SHALL BE :->ROVIDED AROUND ALL EDGES OF OPENINGS IMI C474ORETIE WALLS. VERTICAL BARS SHALL EXTEND FULL HEIGHT OF THE WALL D. STEEL FABRICATION AND ERECTION. AND BE D+7WELED INT TO THE FOOTING. HORIZONTAL BARS SHALL EXTEND 2'-6' TtTMMUMT 1046T THE EDIGES OF THE OPENING. F. FIELD WELDING. f.lA RIPPEY ©CONSULTING ENWERS INC. 2000. ALL RIGHTS RESERVEO IIEINIFCTIRCiNG STEEL SHALL HAVE PROTECTION AS FOLLOWS: STRUCTURAL Q55ERVATIOi5: (NESE ARAWCc ARE THE PROPERTY OF STRUCTURAL OBSERVATIONS BY THE ENGINEER OF RECORD OR AN APPOINTED REPRESENTATIVE TM RIPPEY CONSULTING ENGINEERS INC. CVNQITIONk MINIMMIP1 SHALL BE REQUIRED AT THE FOLLOWING TIME5 DURING CONST'RUGrION: AND ARE NOT To BE RI ANY MANNER EXCEPPTT NTH iNE PROR OPOR REPRPOPER ER WITTEN PERMISSION OF T.M RIPPEY CAORAC14EM CA6T AGAI145T AND PERMANENTLY EXPOSED TO EARTH AND AFTER THE ROOF SHEATHING AND ROOF STRAPPING W45 BEEN INSTALLED, PRIOR TO CONSULTING ENGINEERS INC C44CXETE EXPOSED TO EARTH AND WEATHER 3' COVERING WITH ANY MATERIALS. DA17.: 6-13-00 NCA& TWROUGH N0.19 BARS 2' AFTER THE FLOOR DECKING AND REINFORCING HAS BEEN INSTALLED, PRIOR TO PLACING F11,ENAMC: 0048S1 _-__-- CONCRETE. DRAWN BY: STS IW05 BAS W31 OOIZ DSI WIRE AND SMALLER I'/2' CHK'DBy: DRH ------ THE CONTRACTOR SHALL NOTIFY THE ENGINEER (4) FOUR DAYS PRIOR TO THE COMPLETION POINT REQUIRING SITE OBSERVATION. SHEET OF 7 PROJECT No.: ®048 low 9W Caneerburi Ln. 9R2000.00030,SUP2000-287 32 of 38 .:• mQt4,.:r.r•'ArI: '+ .xrx:zamx't.,mgm-raa.'sHza-,:.._.--�M. ..:.:T --r:. _ _ —u.,INV - ..„. , ....vv..rn�Ax'M{t.ff°.iii"4tl7,0,:C'fK H/ e. .. _.. �".... __- ..___ +.►.. ., ...- -.+r_r� .,. "... .. .vim a �� '� ,�. �' ,,;; r T> ?r.r r •aHYRIY',m"?9TjAr'tH'+'If rr✓;,�TtA?r p �*+M1CC, :S'�'i"�`. ! 'OiI, F. IE 10 17 14 16 , M : Ili �- '.��� II��II! 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WALL 1, e 1 I v � I I � 1 le ° a 1 STEEL PLATE, SEE DETAIL SEEDETAIL IliSb PILASTER, a 1 .0 ° 1 12/89, PROVIDE DBL. NUT SEE I � FOR REINF. I c v I PROVIDE BLOCKOUT 1 e IN SLAB d 1 °° e I' NON-SWRINK GROUT DOWELS AT I a EA. VERT. CONC. SLAB, ° .1 ° i SEE PLAN V![mot Mr sic W O OF OWr voaelr c e■aaw or. nM 4w::: ♦f 1�op 1/a110M o Iir •or woo amw woo I*nor r - ow"M peft"N v Tr MvwX 41 1 e MOMalr eao�K+rc. I I 4 a ° ° 4 ° ° It SM PLAN 4 ° ° a e i i ORasMa/�. .1 a �i a e e e 3'CiUR SEE PLAN 12 5EGTiON cp_113 SCALE: i' I'-C' /EO�CI lM.= 0040 !✓ 0 A& r r- Mom- Aim ? dJ rE r2 r 4 j I i j Ad AA M .5.' .w _ NN�N� �pp��f1M N�Nq�M pppMMN �NNN��� 'NNNllff f�ffftf illllll !fflllf Ilfiflf Ilfllll flilfti�ll4�111 UI���� ��� � II 11`iil ft ' .,e.. .•r , w.•. ,. .'F, .s,v-,tia....r'-...•.-w..-. ... .,.-+n r-, , ....r- •-.a+.rx•a..w.w...«.re• .. . .r..wu ,.aMw•.asr.rr.awuwr+a..rwn.rr..r.r ..r•.. w.wasti.r .w:.w - " ....�...tyw.v,ev.►•..' ..t•.. 7 �...,.p,��YA: _wJ'M.. � ..r-w.... ., � � .R '� � i i /C" i"." r I , -- y I 2 ' / ( 7X& 6TU06 • I6' O/c N axb STI • f� o/c 2xb STUDS Ib o c Is;-,W/ I'3'1'LYWD bE#ATWW4G P.T. 2x6 $ILL PLATE W/ W/ 1/2'PLYWD SHEATHING, __ P.T. 2xb SILL PLATE W/ P.T. Zxcb 611-L 401-All ,Wk IWC 1J1'PLTrI{� 6WZATHING, - PT. 2x6 SILL PLATE W/ � r, 2xb bT1JDb • Ib' O/C " 6EE 6WEAIEUALL SEX LE k '+x4' EMBED EXP. SEE SWEARWALL SCHEDULE-- %'#x4' EMBED EXP. '►fr ixA 6CHEDULE- 4'1,'#x4' EM5ED EXP. � ANC *ORS, SEE SHEAR- ANCHORS, SEE SWEAR- ��= Y� SWE'UTNE, ANC.I40M, Off - ANCWORS, SEE SWEAR- _ WALL SCHEDULE BRICK VENEER W/ DUR- WALL SCHEDULE SEE 6 AIWJ�fLL 'E WALL 6C4EDULE WALL SCHEDULE O-WALL D/A 431 VENEER .r wi CONC. 6LA15, SEE P4.AN ANCHORS • 16' O/C EA. WAY CONC. SLAB, SEE PLAN CONC. &.40, AN IMA00 -CONC. SLAB, SEE PLAN &AA'l 9=1R1A* W/ GA CONT. WIRE 9 I i I •` o . / ffPAJ ,� ( ) •4 TOP- l2) •4 TOP Ar`�\ a �.N �' IM3?S 04 Dc7I1JEL5 ° 04 CK7UELS • 24O/C • a4 O/C ' I \ (2) 04 TOP, (l) 24 24 Ea SIDE of I NJ", TYP, � !! WF BEAM, 24 NOTE: SEE DETAIL ?4 a iF P.aE.41`1, •0 BEAM, ° 1/S5 FOR VENEERS PLAN SEE FLAN SEE PLAN ANCHORS E CONC. WF L'EAr", / 1 EXP: 6 30 O1 It x4x0'-8' W/ IL3Ak1x3vizx 14X0'-6 , SEE PLAN J ( E fwl;� 8' a It 3x440' N.W.S. 8' CONC. WALL, d (11Y EA. SIC�E CJI WF —�(a) SIDES CONC Wr4LL, a 8 CONC, WALL 9At''T, W,+ (2) 3�4'o 6EE DETAIL 1/'bs • 5' C.'G SEE DETAIL 1/'S6 COLTS, TTP. � R '# A3l' N W/ l S � � - z —J SEE DETAIL x/65 8 3�4'• A325N BOLTS Z a v WF BEAM, • 9 O/C 'm 0401 lTl , SEE PLAN � 1 SECTION 2 SECTION 3 SECT I ON 4 SECT I ON �+5 SECT ION N cp 20 • L(o CP-24 SCALE: 1' ■ 1'-0' CF-21 GC."-: 'Y s II'.®'' CI-22 SCALE: I' ■ I'-0' Sr CP-23 I i I � bL W � A DC q 111.1 cn > i— > 0 w Z II z QC <t I 4'_(�' I41-&p 2 • 16. O/C P.T. 2xb SILL PLATE W/ I- - r 2x4 STUD WALL,' Imo' x6 6T1J06 ik.'•,c4' EMBED EXP. _ SEE ARCH. SIL�`�o f` ".3 L7011�EL INTO SLAB W✓ tVMLYWD 6WEATHING, ANCWORb, SEE SWEAR- - �1— �l /" 6EE 6HIEAP5UALL 6CIEDULE WALL SCHEDULE / lb)3 TIES • 3' O/C FLOOR gHEATHING, GL COLUMN CONNECTION GL C0LUM COI�CTION _ AT TOP OF PILASTER In BY OTHERS, INSTALLATION BY OTHERS, NSTAL.L.ATION SEE PLAN q AC 14ft l� PER CONTRACTOR CONC. SLAB, SEE PLAN F4M CGNTRACTOR / GONG. °SLAB, SEE PLAN Z � y (2) 04 TOP— -I' + dot • 6 T� - ---- - _ _ _ _ - - --- �- 1 -r - - - - r Li Ir ill� - - - -7 10' a i r - ° q �. FfNIbHED FLOOR BEYOND 3 DOWEL INTO SLAB i ° ° ° FLOOJOISTS, Q _J 04 • be O/C HORIZ. ° 4 R(3) 63 TIES . 3' O/C ° ° I��=� a SEE PLAN ai r -- AT STAIR OPENING TOP TOOF PILASTER to lip'ails✓ ?'Yr1w. m CONC. PILASTER, SEE 1 °° °° 2x4 STUD WALL, SEE ARCH. Lu ° DETAIL 11/55 FOR j a ° I WF BEAM, WF P�EAM, a•� ° .< a.- -74 REINF• — I I ell SEE PLAN l3EE PLAN I SEE PLAN EXIST. WALL 048 6' CONC. WALL BEYOND ` I ° ° a 1 I Ile 31441x0'-1' W/ Ct7NK-. PILASTER, SEE i }CR UP BEAM, / TO FRAMING ° a I I (2) 3/4'� MB. DETAIL 10/65 FOR ° v CCS1.Ui''AV� COIWN. ° TS CoONC. WALL, I REIPF. FIEF DETAIL 1/66 SEE DETAIL 1/65 TO COLUI-o4, SEE PLAN ° I a ° T6 C.OLLM, SEE PLAir -4Q 4 _ z I/4 �o SECT ION SECT I ON S SECT ION 9 SECTION (p CP-30 6CALE: 1' . I'-0' �(o CP-36 SCALE: I' . I'-0' rJ(p n-ss SCAWL- Ir s P-0' CJ�O CP-3e _J 1•L © a7m2 Lm%namvc TWSE ORA MYGS ARE THE PROPERTY OF TIN RIPPEY CONSULTING EMGMEDIS MIC. AMI AME NOT TO OE(KITS OR Il1oRTXNM 11 ANY NMNER EM-PT MIM 1W PROFER r1RTT N PMWS" OF T.M. RIPPEY OONSULTING 04GPIEM IMC PM HAWS: 004896- --- -- DRAWN BY; -- CFlfr<'D 0Y:9"m (W (W 7 0048 :., --. - _ 1 ` 14 r . 1 .:R r��� - �� a� IIIlI�� III�ui Il,illi��illlll �111I11 �ulll� Ilnnl nl Ilnll� 1111111 Illlitlr� x , . , ,, . ����a� ������� �rw��� I II .I I III 1111111 111111111111111 111111111111111111111 II .. M AM � ��I !I II 11111 I IIIII If i • ! II ��,► . .:T s I ctit i ccccllilcclll a unlc 11,n:11liilnnlnilirTilanlfb �nlr, r n ,.. : ._ � ' - •- � NSM a�NiNNM NM�NNMN aNM r � I 11 c n1cll cc unh nulc a uuh c nnh n nnluu N c c cr11c a uuhifilnnlu c1nh , n '•..: ' , . 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"11aN14N. +�■N1 .._...,. y, .. , 1x6 STUDS • 16' O/C W/ '%'PLYWO SHEATHING, SEE SHEARWALL SCHEDULE TJI ROOF JOISTS, TJI ROOF JOISTS, LROOF SHEATHING, ROOF SHEATHING, �j � � SEE PLAN SEE PLAN � • f'� O� SEE PLAN � dd • b' O/G r SEE PLAN 8d • 6' O/C '-��BATHING, i O/G v� .ROOF SHEATHING, ROOF SHEATHING, _ •C4 SEE PLAN SEE PLAN I1/' T TRAND 2x12 RIM JOIST II,4, TIMBERSTRAND 8 A 4 P Wl JOIST RIM JOIST 00;'" (2) Ib N .. • I!2' TIMBERSTRAND .. 0 RIM JOIST \-ROOF JOISTS, �meeq ' TJI ROOF JOISTS, SEE PLAN SEE PLAN SIMPSON 'H2.6' AT TJI ROOF JOISTS, �•-p- SiMPSON 'IUT210' St'MP60N '145' AT EA. ROOF J014T SEE �'' lr HANGER EA. R" JOIST SIMPSON 'H25' AT TJI BLOCKING EA, ROOF JOIST • 4'-D' O/C P.T. 2x12 LEDGER W/ (3) 2xb STUDS • 16' O/C EA BTUpREWS AT 2xb STUDS • Ib' O/C 2xb 6TU06 • l'a' O/C 12x& STUDS • 16' OIG �� SON qq'� W/ UVPLYU D SHEATHING, W/ '2'PLYWD SHEATHING, IW I*OFLYWD 6W ATHING, W/ /i PLYWD SHEATHING, I�. SEE SI-IEARWALL SCHEDULE SEE SHEARWALL SCHEDULEU SEE b ,4Aiit4LL EXIST. STUD WALL SEE SHEARWALL SCHEDULE EXP: 6/30/01 1 SECTION 2 SECTION 3 SECTIONr4m`� SECTION r5"%� SECTION CJ1 cP-'0 SCALE: I' I'-o" cj1 ca-II SCALE: I' . I'-& S1 CP-12 SCALE: I' . I'-0' S� CP-13 SCALE: I' I'-0' S1 CP-14 SCALE: I' • I'-D' Z A FZOOF SHEATHING, O ROOF SHEATHING, ..— SEE PLAID SEE PLAN _ ROOF SHEATHING, 6d • 6' O/C 8d 6 '' ee ''• ' O/C ROOF SHEATHING, !-� Od • 6' O/C SEE PLAN ROOF SHEATHING, ROOF SHEATHING, u SEE PLAN SEE PLAN SEE PLAN � TJI ROOF JOISTS, �� 2x12 RIM JOIST 114' TIMBERSTRAND SEE PLAN lU (2) lid TX RIM JGISt 2x12 RIM JOIST � ~ \ , , TJI ROOF JOISTS, � w z TJI ROOF JOISTS, SEE PL AN SEE PLAN p -ROOF JOISTS, SIMPSON 'H2!)' AT / ROOF ROOF JOISTS, SEE PLAN SIMP'�ON 'H25' AT ` ' EA. ROOF JOIST -/ JOISTS, SEE PLAN EA. ROOF JOIST Sk_c PLAN � z 2x12 BLOCKING II/4. TII"IBERSTRANp SIMPSON 'LUS210' SIMPSON 'H25' AT RIM JOIST HANGERS, TYP. EA. ROOF JOIST I • 4'-D' O/C 2x6 STUDS • 16' O/C © J W1 1�2'PLYWD SHEATHING, SIMP60N 'LSSU' SEF SHEARWALL SCHEDULE HANGER, TYP, o 2x6 STUDS • Ib' O/C 2xb STUDS • Ib' O/C 2xb STUDS • Ib' O/C GL BEAM- SEE 2SHEARWA1 PLYWO LL SCHEDULE WSEE 28HEAR1IJALL 6 PLYUlD ASCNEDULE W �j'PLYWD SWEAT14ING, BRICK VENEER, 2x4 • I6 O/C CEILING SEE 6WEA LIALL SCHEDULE SEE ARCH. _ SUP"OW W/ 6PIP60N SEE PLAN 'A35' AT EA. STUD Ar r(.'N\ SECTION SECTION r5""'N SECT ION SECT ION I 10 SECTION �01 CP'15 SCALE: I' I'-0' S-1 CP-16 SCALE: 1' 1'-0' S1 d'-17 SCALE: I' ■ 1'-0' .�� cP-18 SCALE: I' I'-0' � SmVl CP-19 SCALE: 1' . 1'-0' —� ROOF SHEATHING, GL RI SEE PLAN INTO IxT3j4x1'-2', DAP IE ,/ SEE PLAN 8d • 6' O/C INTO GL BEAM w 14 "2) SIDE fE -%x?7 W/ Q l3) 3/40o MB. 1 S1 I I TS COLUMN, SEE PLAN AIW 40 GL REAM ARCHED GL BEAM 1 I I I I I Iz I�4 I ! d = = 1�2' TIMBERSTRAND I I RIM JOIST O I TJI ROOF JOISTS, p I EQ. EQ, p -_- p SEE PL 1bd • b' O/C I I 6' I SIMPSON 'H25' AT LL_ \-GL BEAM, SEE PLAN Ili ' O __ _ I�4TJ i EA. 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