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16135 SW 74TH AVENUE AdIdl­— IPM i -� TT I I and Construct'or Ser . Ces D D D a - v LTJ D © Q 9025 S.W. Center Streel ' P.C. Boz 23'R_4 D ] Tigard, Oregon 97223 �� D v i Phone: (503) 620-208E FAX: (503) 684-3636 ca 17 I SES- 1"' j1-L _ '1 i I VICINITY MAP I PROJECT INFORMATION B01f`IITA ROAD TABLE OF CONTENTS CA — -- 1 z GE1,,ER11,, RE/ISi0N5 j 0,0 GENERAL INFORMATION _ � ' CITY a REVISIONS SUBMITTALS JOHN D -C 0.1 COVER 5HEET UNGAN OI:,IVER NICOLI ENGINEERING, INC. 02 NOTE AND SPECIFICATIONS 1060 PALMER WAY APF' •N �!C� ' 9025 S.W. CENTER ST. r 03 NOTE AND SPECIFICATIONS I I INFORMATION BEAVERTON, OREGON 97007 TIGARD, OREGON 97723 0.4 BUILDING CODE (503) 807-1735 (503)620-2086 1-0 SITE INFORI•'IATION CONTACT : JIM ANDREWS DURHAM ROAD / 1.1 SITE DEVELOPMENT PLAN I 6 1 T E 2.0 BUILDING PLANS ADD!QE98: 16055 S.E. 74th AVENUE 2.1 FLOOR PLAN CURRENT ZONING: IP INDUSTRIAL PARK '� �`r'// 22 FOUNDATION PLAN 23 FRAMING PLANS N r �J�/.� 2.4 ROOF PLAN CUR'RE usE: vACANr LOT -, dp•. � w PROPOSED USE: FIRST FLOOR WAREN- U 3.0 ELEVATIONS �y SECOND FLOOR OFFICE Z3 3.1 ELEVATIONS f 3.2 REINFORCING ELEVATIONS LEG�.L DE3CRIP7!0N: TAX MAP: ?S 1 I34B DW6HIY"1 I rA,< LOT: 000 CITY OF TIGARD 40 BUILD! TI�tV—° s.rE AREA. 6.7 ACRES proved............ . PROJECT BOUNDARY 26,330 SF 4.1 SECTIONS CnditionallY PIx A. u- Ld....•. .- only he worknF, 5.0 DETAILS rRMITtNO. % qg'1 IOm�b 'e Letter loo: Foiivv.. . . ... . " I .. . .... .. .. BUILDING AREA: 7.232 SP. —�, 5.1 FOUNDATION DETAILS Attae',. 52 FRAMING DETAILS 11b Address:_141.)45 d6W •Z �r'o'f, —' — ASPHALT PAVING: 5,550 S.F. 53 STAIR AND BALCONY DETAILS - EXISTING -- —__.-- BUILDING PROJECT: LAND 3CAPINCs: 9,830 SF 1 —_ —_-_. PAR!'C'NG: 21 rpTA� \p DUNCAN i grANDARD SPACES: 10 -- D BUILDING ADA 1 :� SPACES o I DESIGN LOADS IcpMAAc r: !© I , � /�� — 1 6 t3 74th B1Ct CLE PARKING: ! ' TIGARD, OREGON SOIL BEARING 1500 PSI \F / ROOF= - DLRLMO (WAREHOUSE 4 OFFICE) SNOW ■ 25iSF. • DRIFT ----- — — EXISTING / MECH. ■ SEE PANS B1J's_-1N6 CODE: !997 U.FS.C. w/ OREGON AMENDMENTS POND N BUILDING _ ? TIN 2nd FLOOR / OFFICE DL 15 PSF STORY UIL LL ■ 50 PPF CO!NBTRUC7l0N TYPE: CONCRETE MASONRY UNITS PARTITION 20 PSF Z IK WIND ------ 80 MPH / EXPOSURE B OCCUPANCY: B - F! _- - � SEISMIC ■-- --ZONE 3 / I■IlZ) CONSrR C710N: TYPE V-N I PROJECT — BOUNDAR r / , Date: 2• ' / I Scale: Drawn by JDA. Checked by: JRN DEFERRED PERMITS Job No.: 980214 -' Drawing No.: P—cover • ELECTRICAI_ LIGHTING), MECHANICAL AND - I — • CONTRACTORS ARE RESPONSIBLE FOR i 5u DURHAM ROAD SECURING NECESSARY PERMITS AND/ OR i COVER SHEET Q OVERALL SITE PLAN __ _ ._______ BUILDING PERMIT SET SHEE T n TAX MAP NO. 2l�I 1 19AD � CL TAX LOT NO. 800 6.1 AC. BUILDNG SHELL --- o . 1 c,"' .. �Illull nII�1111 IIIIIIIIII LEGIBILITY STRIP O 1 2 3 Crmm.i Cm d 8 7 6 10 ISI 12 13 14 16 117 118 19 20 2'I 2�2 23 214 25 218 217 2�e 219 3'0 r L I I I O1 4 q1 NON! o f OZ ...�11I1 4�,t J�J I,II�,J.�1�t111 I��1.IJ11111 �1 L>1�I11�Wl�LI I.tI1 l ll.l I a.l�I�I I.� ►I lltl���l..i I I I I�I!I I I I I I i I I I I I!I I l I I I I I I I I i l i 1 I I I I I I I l� l I I I a I I 1 111 I I I O8 �.la.11ltla.lil�,_ ' Nil, - ... •r...�+....,.........�....o..« ......rr .. .:. M!4Mw1lMf1A•AI�MI�f!�Mt°M',�^�'Mrn+w�.w+wnM�+M►RANN�++r•+.+..e+ rurwwrw ..� M-Yq �"" � ! ���wm. .r.«.�...•.,n. � _ .. +sM'�11FF�•NiR�,,,..,'MAayF.'.M• T1�+m.M�n4klw*p+"MM�1MwaT�l9Ml `MA�'Pq'w+w+rv.-,...... ;1 ..._r.n�.�wo-n.y.,Www.A..,.,......n.••�n.,.-,Awa.:�,�v.•a•.nw�w..r�w�w�fMWY'PMMw11a�h+M1^+ waw+}+n+IMS+«MI!M ,+w.�.�ywlMr►w++.+.+ ..w•+i..ww+r+.+wn1»+w,..�«.w .. 1 k • 'SFA. • t 4 •^r GENERAL NOTES DIVISION I GENERAL REQUIREi'1ENT8 DIVISION 3 CONCRETE GENER:•L NOTES SUMMARY OF WQRK CONCRETE F, AT INTERSECTING WALLS, 50% OF THE UNITS AT THE INTERSECTION SHALL BE T►.E INTENT OF THESE PLANS I3 TO PROVIDE CONTRACTORS A GUIDE THE PROJECT CONSISTS OF THE CONSTRUCTION OF 1,303 SF. CONCRETE MASONRY CODES AND STANDARDS: ALL CONCRETE WORK TO COMPLY WITH ACI 318 LAID IN AN OVERLAPPING PATTERN. HORIZONTAL REINFORCING BARS ARE and Construction Services Inc, FOR A FULL, COMPLETE AND WORKABLE PROJECT INSOFAR AS THE DRAWINGS UNIT STRUCTURE W/ SLAB AND SPREAD FOOTING. PROJECT IS LOCATED AT "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE: ACI 306 TO BE f-ONTINUOUS BETWEEN INTERSECTING WALLS AND EXTEND A MIN, OF 30" 5-4<% ..NG/OR THESE SPECIFICATIONS CALL FOR 16055 S.W. 14Tth AVE., TIGARD, OREGON, "RECOMMENDED PRACTICE FOR GOLD WEATHER CONCRETING: AND ACI 305 INTO THE INTERSECTING WALLS. ALTERNATE THE DIRECTION OF THE DOWEL 0=1ER59 INVOLVED !N WORK ON THIS PROJECT grrALL BE RESPONSIBLE CONSTRUCTION SMALL CONFORM TO THE OREGON STRUCTURAL "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." BEND • HORIZ. REINFORCING LOCATIONS, 9025 S.W. Center Street P.O Box 23784 FOR EXAMINATION OF BUILDING SITE, PLANS AND SPECIFICATIONS. SPECIALTY CODE, LATEST EDITION, AND LOCAL BUILDING REGULATIONS. NOTIFICATION: NOTIFY ENGINEER FORTY-EIGHT (46) HOURS PRIOR TO Tigard, Oregon 97223 FA'LJRE 'O DO 50 WILL NOT RELEASE SUCCESSFUL BIDDERS FROM BEGINNING ANY POUR TESTING: ---- PERFORT11NG THE WOW INDICATED BY PLANS AND SPECIFICATIONS THE BUILDING HAS NOT BEEN LEASED AT THIS TIME AND TENANT IMPROVEMENTS WILL BE PERFORMED UNDER SEPARATE PERMIT. CONCRETE STRENGTHS: SPECIAL INSPECT:ONS ARE REQUIRED PER CHAPTER 11-1.2 AND THE FOLLOWING: Phone. (503) 620-2086 AL.. WORK AND MATERIALS SHALL BE N RILL ACCORDANCE WITH THE FAX: (503) 684-3636 -ATES' RULES AND REGULATIONS OF THE UNIFORM BUILDING CODEFO1. START OFF LAYING UNITS UMP STATE 5T/•NGARDS THE NATIONAL ELECTRICAL PLUMBING GODS, LOCAL CITY AND GENERAL CONDITIONS SLUMP:: F'c 3 00 PSI AT 28 DAYS, WI"fH MAXIMUM 2, PLACEMENT OF REINFORCING STEEL 4". 3. GROUT SPACE PRIOR TO EACH GF�OUTING OPERATION COUNTY CODES AND STANDARDS, THE APPLICABLE REGULATIONS OF THE � -OC-AL UTILITY COMPANIES, AND ANY OTHER APPLICABLE LAWS ANG THE ENGINEER 4 OWNER SHALL APPROVE, IN WRITING 4. DURING GROUTING OPERATION TEST FOR EVERY 5000 SF. REGULATIONS ANY ALTERNATE SUBMITTED FOR APPROVAL. SLAB: F'c ■ 4000 PSI AT 28 DAYS, WITH MAXIMUM OF WALL AREA. BUT NOT LESS THAN ONE PER PROJECT. SLUMP: 4". ALL. TRADES SHALL PERFORM AND COMPLETE THEIR WCLEANING MATERIALS: ��:.I,•�, 'C '"E BEST ACCEPTED STANDARDS OF' THEIR INDUSTRIES IN SCI-IEDUL S AND REPORTS COCOLORED BLOCK COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. COMMENCEMENT CEMENT: STANDARD BRAND OF PORTLAND CEMENT PER ASTM C-150, TYPES I INTEGRALLY OF : RK BY ONE TRADE AFTER ANOTHER TRADE ESTABLISHES "APPROVED" - OWNER OR ENGINEER WILL BE THE SOLE JUDGE OF QUALITY OR 11 AT CONUSE FABRIKLCOASONRY GLEANER TYPE V OR L AS ^1ANUFAGTURED BY FABRII<EM CO TRACTOR'S OPTION. USE ONLY ONE MANUFACTURERS STANDARD :NtE MATIONAL. I ACCEPTANCE OF PRE`✓IOuS WORK PERFORMED. AND SUITABILITY OF PROPOSED SUBSTITUTION. BRAND, TYPE, AND GRIND THROUGHOUT ALL WORCHEMICAL?- OF A PARTICULAR TYPE, r�RE., .t+ ✓n., NO RE✓!6ION6/MOpIFICA7'ON5 SHALL BE MADE TO TI-IE5E PLANS/ CONSTRUCTION: `'(1 �� 5PECIFIGATIONS NOTIFY ENGINEER PRIOR TO MAKING NECE85ARY AIR ENTRAINING AGENT: PER ASTM C-260 aiJ/f'c ITEMIZED COST SCHEDULE M ELD MODIFICATIONS FOR REVIEW AND APPROVAL, AND/OR THE USE ON ALL EXTERIOR SIDEWALKS ON GRADE. VARIATION TO PLUMB: 1/4 INCH IN 10 FEET. DO NOT EXCEED THE R CIT' /COUNTY CIF REQUIRED/ PRIOR TO ANY GOMMENGEMFNT OF PREPARE, IN FORM SATISFACTORY TO OWNER, A COMPLETE BREAKDOWN OF FOLLOWING CONSTRUCTION TOLERANCES IN VERTICAL ELEMENTS INCLUDING FXPIf;,. , WORK F ANY ON SITE RE✓!gIONS/MOGIFIGATIOP�B ARE MADE COSTSREINFORCEMENTS: ALL BARS FOR REINFORCEMENT SHALL BE DEFORMED SURFACE OF WALLS, COLUMNS, AND OTHER VERTICAL ELEMENTS. �y-- ol ,i,IT-40UT APPROVAL THEN THE CONTRACTOR SHALL BE RESPONSIBLE , A LIST OF ALL SUBCONTRACTORS, AND SCHEDULE OF WORK STEEL CONFORMING WITH "SPECIFICATIONS FOR BILLET-STEEL CONCRETE FOR' ALL A gOC1ATEp COSTS SUM OF ALL ITEMS SHALL BE EQUAL TO CONTRACT PRICE. REINFORCING BARS", ASTM A-615, GRADE 60. MINIMUM BURLAPS AT VARIATION TO LEVEL: DD NOT EXCEED THE FOLLOWING CONSTRUCTION SPLICES PER ACI CODE CHAPTER 1. TOLERANCES FOR BED JOINTS AND LINES OF EXPOSED LINTELS, SILLS, SC,4TEN ✓II EN BION ON DRAWINGS SHALL HAVE PRECEDENCE OVER FURNISH THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHLY HORIZONTAL GROOVES, AND OTHER CONSPICUOUS HORIZONTAL ELEMENTS. SGL.LED DIMENSIONS DRAWINGS ARE NOT BE TO SCALED. GONITRACTOR9 SHALL VERIFY AND BE RESPONSIBLE FOR ALL PARTIAL PAYMENT REQUEST. TESTING: 3/16 INCHES IN 10 FEET, 3/8 INCHES IN 20 FEET OR MORE. DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE SAMPLES FOR STRENGTH TEST OF CONCRETE PLACED EACH DAY SHALL BE TAKEN WOW NOTIFY EN-3INEER OF AN1 GISCREPANC'ES SUBMIT WAIVERS OF LIENS FROM MATERIAL SUPPLIERS AND SUBCONTRACTORS NOT LESS THAN ONCE FOR EACH 100 CUBIC YARDS OF CONCRETE OR NOT LESS THAN AS MATERIAL 15 DELIVERED AND WORK COMPLETED. ONCE FOR EACH 5000 SF' OF SURFACE AREA FOR SLOTS OR WALLS. VARIATION IN MORTAR JOINT THICKNESS: DO NOT EXCEED THE FOLLOWING CONSTRUCTION TOLERANCES FOR THICKNESS OF MORTAR JOINTS: 5TRi1CTJRAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL "Nr- BED JOINTS: PLUS 0R MINUS 1/8 INC"Nr- E-ECTRICAL EQUIPMENT SHD H, TA :ALL BE ✓ER!F!EBY THE HEAD JOINTSMINUS 1/4 INCH, PLUS I4. !NCH. :ONRCTOR PRIOR TO CONSTRUCTION ALTERNATIVE DISPUTE RESOLUTION: i A DISPUTE RESOLUTION BOARD WILL BE USED Ag A METHOD FOR RESOLUTION OF DURING THE CONSTRUCTION PERIOD THE MASONRY CONTRACTOR SHALL BE NCO =OR4TIVEG "CONSTRUCTION SET' IMEN51"ARKED DRAWINGS DISPUTES. RESULTS SHALL BE BINDING. RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE LAR( IC.47I NG ALL ADGEUSEDNCLJ" AND DIMENSION CASES ARE TO BE RESOLVED WITHIN 60 DAYS. HEARINGS SHALL BE CONDUCTED ADEQUATE SHORING, BRACING, AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE OP THE U)ORK g SHALL BE USED DURING THE EXECUTION WITHIN 30 DAYS OF THE BOARDS 4PPOINTMENT, AND AWARDS MUST BE ISSUED AND LOCAL SAFETY CODES. THE W0RlC WITHIN 1 DAYS OF THE HEARING. CONTRACTOR '-tu5t BE RESPONSIBLE F04 VERIFICATION AND THE DISPUTE RESOLUTION BOARD WILL CONSIST OF THREE INDIVIDUALS SELECTED RAIISET/REDHEAD SLEEVE ANCHORS: COCRDINATION OF SuBGONTRACTOR'S WORK TO SECURE AS A NEUTRAL REVIEW BOARD FOR DISPUTES. THE CONTRACTOR AND OWNER WILL ALL SLEEVE ANCHORS INTO THE MASONRY MUST BE LOCATED AT LEAST 3" FROM COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE SELECT ONE MEMBER EACH WITH EACH PARTY AGREEING TO THE SELECTED ANY EDGE OF MASONRY UNITS. ANCHORS MUST BE MOVED VERTICAL-' OR ACG,:RATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS MEMBER . THE TWO SELECTED MEMBER WILL SELECT A THIRD MEMBER HORIZONTALLY TO ALLOW FOR THE 3" CLEARANCE. FCR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT ACCEPTABLE TO BOTH PARTIES. ALL CELLS AT ANCHORS MUST BE FULLY GROUTED. SPECIAL INSPECTION OF THE INSTALLATION OF SLEEVE ANCHORS !S REQUIRED. ALL PARTIES INVOLVED IN THE ADR SHALL SHARE IN THE COST OF THE BOARD ::ONTRACTOR AND EACH SUBCONTRACTOR SHALL BE MEMBERS. REVISIONS: RESPONSIBLE FOR ANY LOSS OR DAM. sE CAUSED BY HIM OR �i15 WORKMAN TO THE PROPERTY OF THE OWNER OR TO THE .JORK OR MATERIALS OF OTHER CONTRACTORS OR 5JB-CONTR:.CTOR5 DURING CONSTRUCTION: CONTRACTOR SHALL MAINTAIN INSURANCE THAT WILL PROTECT DIV 1 S 1 ON 2 SITE UJORK '-E C4IvER HARMLESS FROM ALL CLAIMS OF DAMAGES. I. MINIMIZE CLEANING PRCBLEMS BY EXERCISING CARE DURING MASONRY 1 INSTALLATION. TIDY WORKMANSHIP DURING CONSTRUCTION WILL REDUCE '"E 'HE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY i LOADING CONDITIONS DURING GONISTRUGTION AND SHALL SITE PREPARATION SUBSEQUENT CLEAN UP EFFORT O'✓IDE BRACING AND SHORING WHERE REQUIRED. \ ' ,{4 Y 2. CARE MUST BE TAKEN TO KEEP CONCRETE BLOCK DRi PRIOR TO INST ;ONSTRUGT10N LGADS THE STRUCTURE HAS BEEN GENERAL: MASONRY ALLATICN. DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED DIVISION ISION MASONRTHIS WILL MINIMIZE THE LIKELIHOOD oEFFLORESCENCE EFFLORESCENC1 ALL OPERATIONS SHALL COMPLY W/ SOILS REPORT PERFORMED BY STRUCTURE. DU3. KEEP THE WALL WELL BRUSHED DOt1 DURING GONSTRUG'ION TO PREVENT RING CONSTRUCTION, THE CONTRACTOR SHALL r'ROTECT THE STRUCTURE BY BRACING AND SUPPORTING CARI_SON TESTING, INC. (REPORT NO. CTI 98-GI610) "10RTAR LUMPS FROM HARDENING INTO THE WALL. WHEREVER EXGESS!VE CONSTRUCTION LOADS MAY OCCUR. CONTRACTOR SHALL BE HELD CONTRACTUALLY HELD RESPONSIBLE FOR TEST SCHEDULING 4 FREQUENCY. CONCRETE MASONRY UNITS 4. TURN OVER SCAFFOLD PLANKS AT NIGHT 50 THAT RAIN WILL NOT SPLASH '-10RTAR 4L- MECHANICAL AND ELECTR!CA,. WORK 5"ALL BE UNDER FROM DIRTY PLANKS ONTO THE WALL. 5Er'ARATE PERMITS STRIPPING: SCOPE I RE''10VE ALL DEBRIS, ROOTS AND ORGANIC MATERIAL SWOWN TO RECEIVE INCLUDES FURNISHING ALL LABCR, MATERIALS, SERVICES AND EQUIPMENT 5. KEEP BLOCK WALLS COVERED WHEN NOT BEING WORKED ON TO PREVENT PAVING AND NEW BUILDING. REQUIRED TO COMPLETE THE MASONRY WORK, INCLUDING PLACING AND CONSTRIJSTION DIRT, RAIN SPLASH AND CONTAMINATED WATER RUN-OFF �CCESSiBILITY r ^Vv DISPOSE OF CLEARED AND ORGANIC MATERIAL BY REMOVING FROM THE FROM STAINING, ALL EXCESS WATER, WHETHER CLEAN OR GONTAM!NATEp BUILDING IN REINFORCEMENT AS INDICATED ON THE CONTRACT DRAWINGS CONTROLS, OPERATING MEGHAN15►•15 AND HARDWARE. 'NGLUDING SITE AND IN THE SPECIFICATIONS. BUILD INTO MASONRY ALL BOLTS, ANCHORS, SHOULD BE KEPT OFF THE WALL DURING CONSTRUCTION. PROJECT: SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND NAILING BLOCKS, INSERTS, ETC., INDICATED ON THE CONM'..CT DRAWINGS, ' ELECTRICAL ACCESSIBLE CONVENIENCE OUTLETS, IN RTSACCESSIBLE SPACES, EXCAVATION: AS FURNISHED AND LOCATED BY OTHERS. BUILD IN ALL ' 'OORS, WINDOW 6. GLEANING OF MASONRY DURING THE COURSE Cr- CONSTRUCTION MA7 BE •=,�oNG aGGEsB!BLE ROUTES, OR AS PARTS of ACCESSIBLE ELEMENTS - FRAMES, VENTS, CONDUITS, ETC., AS FURNISHED AND SET BY OTHERS. NECESSARY FOR CERTAIN PRODUCTS AND JOB CONDITIONS. "OWEVER DUNCAN 504ALL COMPLY WITH CHAPTER II OF OSSC. IT 15 BEST TO WAIT UNTIL THE MORTAR IS THOROUGHLY SET BEFORE GLEANING. I ALL SOFT, WET, OR SOIL OF UNUSUAL CONDITION SHALL BE EXCAVATED MASONRY PRODUCT: TO FIRM NATURAL, UNDISTURBED SOIL. PROVIDE FILTER FABRIC AND BUILDING H NULE , PULLS. LATCHES, LOCKS AND OTHER OPERATING DE�i!GE5 COMPACT WITH ENGINEERED FILL. ENGINEER SHALL BE NOTIFIED IF UNSTABLE 1. BEFORE WASHING, REMOVE ANY LARGE PARTICLES OF MORTAR WITH A PUTTY ON DOORS WINDOWS, CABINETS PLUMBING FIXTURES AND STORAGE CONDITIONS ARE PRESENT CONCRETE BLOCK AS MANUFACTURED BY MUTUAL MATERIALS CO., FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING P.O. BOX 2009 BELLEVUE WASHINGTON, W,00S KNIFE OR CHISEL. LARGE MORTAR PARTICLES CANNOT BE REMOVED BY WATER 16055 S.W. 74th OPERATION BY WRIST OR ARM PRE65URE AND NOT REQUIRING TIGHT ALL ORGANIC MATERIAL SHALL BE REMOVED. OR CLEANING SOLUTIONS ALONE. TI OREGON GRASPING, OR TWISTING TO OPERATE THE FORCE t REQUIRED TO ACTIVATE SUCH EQUIPMENT SHALL BE NOT GREATER EXCAVATE TO REQUIRED DEPTH FOR ROCK AT SLAB AND FOOTINGS. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS: _ '"AN 5 POUNDS FORCE. (CHAPTER 11 OF THE OSSC.). 8. MASONRY CONTRACTOR Ig RESF-ONSIBLE FOR SUPPORT OF MASONRY _FILL: SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-92/ACSE 6-92lTMS (002-92 WALL DURING CONSTRUCTION AND UNTIL ROOF SHEATHING HAS BEEN INSTALLED - - � GANGES IN FLOOR LEVEL SHALL NOT BE GREATER THAN I/2 INC". (REF. 1 ) ARE ADOPTED BY REFERENCE. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DE5!GN OR INSTALLATION ALL FILL PLACEMENT SHALL BE PERFORMED IN ACCORDANCE W/ CHAPTER 33 OF SHALL CONFORM TO ASTM STANDARD C90 GRADE N, TYPE 1, LIGHT WEIGHT. OF THE WALL SUPPORT SYSTEM. 1 THE UNIFORMS BUILDING CODE , WITH THE EXCEPTIONS AND ADDITIONS AS NOTED IN•SOILS LINEAR SHRINKAGE SHALL NOT EXCEED 00roS PERCENT, THE FACES SHALL WHEN CLEANING: REPORT BY CARL50N TESTING, INC. BE NOMINAL 8 X 16 INCHES WITH SMOOTH AND SPLIT TEXTURE. WALL THICKNESS j DESIGN CRITERIA FILL SHALL BE OBSERVED 4 TESTED BY C.T.I. IMPORTED MATERIAL WILL BE APPROVED BY SHALL BE 8". WALL ARE TO BE PAINTED. ---- THE SOILS ENGINEER PRIOR TO ARRIVAL ON SITE. MASONRY SHALL HAVE A FM=1500 PSI I. TEST THE ENTIRE CLEANING AND SEALING PROCESS (STEPS 2 - 9 ELO, ' SOIL BEARING PRESSURE 1500 PSF BI AN INCONSPICUOUS LOCATION. FILL SHALL BE INSTALLED IN 6 INCH LIFTS COMPACTED TO W% MAXIMUM DRY DENSITY. MORTAR: IN I' 15"S C WIND SPEED. 80 MPH TESTING BY C,T 1. SHALL BE PERFORMED FOR, EVERY VERTICAL FOOT OF FILL PLACED EXPOSURE C OR EVERY 500 CUBIC YARDS., SHALL CONFORM TO ASTM SPECIFICATION 0210 TYP S FOR LOAD BEARING 2. MIX THE GLEANING SOLUTION ACCORDING TO THE MANUFACTURE 5 INSTRUCTIONS 5E 3" C ZONE 3 PUN CONSTRUCTION CONSISTING OF PORTLAND CEMENT, HYDRATED LIME AND IN A NONMETALLIC CONTAINER. ALWAYS POUR THE CLEANING COMPOUND INTO SUB GRADE AT SLAB ON GRADE: MASONRY SAND IN PROPORTIONS TO PROVIDE A MINIMUM STRENGTH OF 1800 THE WATER - NOT WATER INTO THE COMPOUND. -� OFFICE PST AT 28 DAYS. ROOF DEAD LOAD: 15 PSF PROVIDE 9" OF 3/4"- 0" AND/OR 1 1/2"- 0" CLEAN CRUSHED AGGREGATE BASE. TEST Date ROOF LIVE LOAD 25 PSF (PLUS DRIFTING) -,OF SUB GRACE BY PROOF ROLLING W/ SOILS ENGINEER PRESENT. GROUT: 3. THOROUGHLY WET WALL PRIOR TO CLEANING. SHALL CONFORM TO ASTM SPECIFICATION 0416 COARSE GROUT. COARSE GROUT Scale: ROOF 'SCO-4 LOAD SEE ROOF FRAMING PLAN PROVIDE COMPACTION REPORTS FOR ENGINEERS REVIEW. FORL" ./ERY 12" OF FILL. 15 1 PART PORTLAND CEMENT AND I TO 2 PARTS PEA GRAVEL 15 ADDED. SECOND FLOORoi ICE: DL-15 405F GROUT SHALL HAVE A FTM- 2000 PSI 4. APPLY THE CLEANING SOLUTION TO A SMALL AREA USING A LONG HANDLED FIBRE Drawn by: JDA LL - 50 P5F FOUNDATIC:N: PROVIDE GLEAN OUTS FOR ALL GROUT POURS OVER 5' IN HEIGHT. LOCATE AF BRUSH, CLEANING FROM THE BOTTOM UP, DO NOT APPLY THE CLEANING SOLUTION Checked by: PARTITION • 20 PSF GLEAN OUTS IN BOTTOM COURSE USING HIGH PRESSURE Job No.: 970214 .�ARE"OOUSE ROOF: FOOTINGS SHALL BE OVER EXCAVATED 3" TO 4" BELOW BOTTOM OF FOO•I•ING WHICH RC��= MEAD LOAD: 15 PgF SHALL BE PLACED A MINIMUM OF 1'-6" MIN. BELOW FINISH GRADE AND 2'-0" REINFORCING-STEEL: 5. ALLOW THE SOLUTION TO REMAIN ON THE SURFACE 3 TO 5 MINUTES. DO NOT Drawing No.: P-SPEC-1 ROUT LIVE LOAD: 25 PSF PLUS DRIFTING! BELOW EXISTING GRADE. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS - FY 60 KSI CHORD Or- GIRDER, TRUSS ALLOW THE SOLUTION TO DRY INTO THE SURFACE. -- "'�ECH LOAD 300' / LF. ALONG , TRUSSOTTOM CPROVIDE 1 1/2" MIN. COVERAGE AT ALL REINFORCING LOCATIONS AFTER FOOTINGS ARE= EXCAVATED AND Ot"IPACTED, CONTACT CARLSON TESTING SPLICES FOR 04 BAR - 36" OF LAP. SPLICES FOR 'S BAR - 45" MIN. OF LAP 6. SCRUB AND SCRAPE OFF EXCESS MORTAR DEPOSITS WITH A WOODEN SCRAPER FUTURE SPRINKLER: 2400 POINT LOAD ALONG BOTTOM TO VERIFY SOIL CONDITIONS AND MAKE ANY NECESSARY CHANGES OR MODIFICATIONS. CHORD OF ROOF TRUSSES ALONG DO NOT USE METAL TOOLS. SCRUB ENTIRE SURFACE JNIFORT-11Y ANG T-OROUGHLY N�EQRCINY STEE • RINSE THE WALL FROM TOP TO BOTTOM. EAST AND WEST WALLS. AFTER APPROVAL OF FOOTING EXCAVATIONS. PLACE 4" TO 8" OF 3/4" - 0" RE1 COMPACTED TO % MAXIMUM DRY DENSITY. IN ADDITION TO THE REBAR REQUIREMENTS PER THE WALL SCHEDULE ON SHEET 2.1, PRESSURE RINSING 15APPROPRIATE USING 800-1200 PS! TESTING AND INSPECTIONS: 90 3.24 REBAR SHOUT! IN THE CONNECTION DETAILS, PROVIDE REIN'rORCING /S.8 FOLLOWS. OC THE OREGON 9pfG!ALTY CODE. CONCRETE PAVING CAL INSPECTION IN ACCORDANCE WITH CHAPTER 11 OF THE 1991 EDITION A. AT OPENING (B S PROVIDE (2) 03 ARS, HORIZ. AT TOP AND BOTTOM OF OPENINGS, 1. KEEP THE SURFACES BELOW THE AIII BEING CLEANED THOROUGHLY SOAKED F T '�TRUGTURAL �0 COMPACTION REPORTS AT BUILDING FOOTINGS 4 SLAB AND SHALL EXTEND A MIN, OF 261' PAST OPENINGS, WITH WATER. DO THE GLEANING VERY METHODICALLY AND UNIFORMLY SO THAT PREPARE S " MINIMUM OF�%, MINUS OVER 8" OF 11� MINUS AT " " B. PROVIDE 115 BARS HORIZ AT ALL FLOOR AND ROOF. LEVELS AND TOP OF WALLS. ALLAREAS ARE CLEANED EVENLY BEGAU� IT 16 VERY DIFFICULT TO SEE IF THE L SHOP WELDING OF ETT®EDDED ITEMS sue GRADE W/ 2WALL HAS BEEN CLEANED ADEQUATELY UNI .. THE SURFACE HAS DRIED. REAPPLY 1 DRIVE AISLES AND LOADING AREAS. THE GLEANING SOLUTION IF REQUIRED AND REPEAT STEPS 5 6 AND 1. X31 FIELD WELDING (IF REQUIRED) G. AT BOTTOM OF WALL � FOUNDATIONS, PROVIDE A COURSES OF SOLID GROUTED LPLACEMENT OF CONCRETE, REINFORCING STEEL RECO'`P'ACT SUB GRADE OF PARKING AND IJRIVEWAYS TO Sex OF STANDARD MASONRY W/ A CONT. 45 BAR NOTES AND PROCTOR AASHTO T-99. 8, WHEN CLEANING SOLUTION BECOMES DIRTY, THROW IT AWAY AND MIX A FRESH d 0 PLACEMENT OF CMU REINFORCING STEEL 4 EMBED ITE"S D. WALL COWERS AND INTERSECTIONS SHALL HAVE A STANDARD 90' HOOK BATCH. FREQUENTLY RINSE THE BR1SH IN CLEAN WATERsPECimCA�oNg r PROVIDE COMPACTION REPORTS FOR ENGINEERS RE\/1EW_ BARS MUST BE CONTINUOUS AROUND CORNERS AND THROUGH INTERSECTIONS g (6) ALL SLEEVE ANCHORS AND EXTEND 36" MIN INTO ADJACENT WALLS. i APPLY 4 INCH WIDE PARKING STRIPES AND DIRECTION SIGNS WHERE SHOWN. S. IF AN ACIP BASED SOLUTION HAS BEEN USED FOR WASHING, IT 15 ADVISABLE TO SHEET Na SPECIAL INSPECTIONS SHALL BE PERFORMED BY "DAMSON TESTING. INC," USE RODDA PAMT CO. NO. 611 WHITE. �' E. AT END OF WALLS (NOT AT CORNERS) THE HORIZONTAL OARS SHALL LAMINATE FOLLOW THE GLEANING WITH A NEUTRAL RINSE SUCH AS TSP OR NON-SUDSY mwONE NO 684-34&0 WITH A STANDARD HOOK. TWE HOOK MAY BE TURNED UP OR DOWN AND SHALL AMMONIA AND WATER EXTEND A MIN. OF I2" VERTICALLY INTO GROUTED CELL. PROVIDE 3 DAR VERTICAL s 0 END OF ALL WA:.LS. IL-0 . 2 Cm LEGIBILITY STRIP 0 1 2 3 4 5 s jIII1111nIlII11nIIlIIl1lnllji II1111u11lulllullu11 u1111111 11 10mm.I CM 10 1 I 12 13 114 16 17 Is 19 20 21 22 23 24 25 26 27 20 29 30 pa 01 . . HOW • IOUCD � 1WJ1J11W 111Xtq11.1I111I11IIIT'1LILI11111I1111111411IIILpI.II111111111tlhlII!III l�Oz25 X .--..,,.....r.M...•..,.«,r�y��.+�.+,......q..r..�r.wr•...a.,•,.«M.,rn.r.�..«+ w�.ew ' .,..h,rrm,.. ,,...,,........, _"""'""►^' r�tlrywrM� «AMn+MftiwRn!rn ..«.,»ri ,w,n.e.•Y! ,.+i.,..,,.,....-.-r•w.R...ri�.r.+..,.., ._ ._..... n.. .r. aur,,waw.,.w+.m++bw*e!M•«.'ww'�.�t,y', n's-"w^•"'^"'^.++.w +�.+��+r+��TF ......n,.r w .I++M►NxM W�Y)MM.MW,..paY�w+rM..,+a•a,.w.rrw,w....F.,.w•..,..- �w-,w. 4 'tel �4 .1 a t. DIV1510N I THEM!AL 4 M0I5TURE PROTECTION DIVISION 8 DOORS AND WINDOWS DIVISION ro - - - WOOD AND PL,4STIcs DIVISION 15 MECHANICAL r NSUL AT I ON DOORS; U100D MECHANICAL (SEPARATE PERMIT; GENERAL SCOPE: �aENERAL GENERAL _ and Construction Services Inc. , f PROVIDE ALL DOORS AND WINDOWS AS NOTED ON DRAWINGS. ALL DOORS ALL NAILS TO BE COMr10N OR GALVANIZED BOX NAILS. NAILING TO BE MECHANICAL SYSTEM I°, TO BE BIDDER DESIGN. THE CONTRACTOR SHALL IN°.xrLATION SHALL HAVE A PERI1 RATING OF ONE OR LESS AT WARM SIDE AND WINDOWS SHALL MEET CHAPTER 53 AND 54 OF T14E 1993 STRUCTURAL IN ACCORDANCE WITH TABLE 25-Q OF THE MOST RECENT EDITION OF THE BE RESPONSIBLE FOR THE DESIGN OF THE SYSTEM AN T"E PREPARATION (WINTER) OF WALL, SPECIALTY CODE. USG. OF ANY DOCUMENTS REQUIRED. THE CONTRACT H 9025 S.W. Center Street ' P.O. 60X 23784 WAREHOUSE WILL NOT BE CONDITIONED. HEAT WILL BE PROVIDED FOR FREEZE ORS ALL OBTAIN ALL PROTECTION ONLY. TEMPERATURE CONTROL DEVICE SHALL HAVE A 45 DEGREE VERIFY THAT ALL SEALANTS/CAULKINGS USED ARE CCX"IPAT115LE WITH DOORALL WOOD IN PERMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED NECESSARY PERMITS. Tigard, Oregon 97223 � ' TEMPERATURE CONTROL LIMIT. AND WINDOW SYSTEM. t ADJACENT MATERIAL WITH A WATER BORNE PRESERVATIVE IN ACCORDANCE WITH 'STANDARD MAKE INSTALLATION OF ALL ITEMS IN COMPLETE SPECIFICATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS', CODES AND REGULATIONS SET FORTH BY STATE AND ACCORDANCE AUTHOWITHRIATIES. Phone: (503) G20-2086 DOORS AND FRAMES: ASTM DESIGNATION D1160. ALL CONTROLS AND OPERATING MECHANISMS SHALL MEET ACCESSIBILITY F4 (503) 684-1636 EXTERIOR DOORS, AND FRAME SHALL BE METAL. ALL LUMBER SHALL HAVE A GRADE STAMP. DOOR TO HAVE 20 GAUGE STEEL SKIN AND FRAMES SHALL BE 18 GAUGE REQUIREMENTS. STEEL WITH MITERED CORNERS, LUMBER GRADES: '.uNlIT MECHANICAL (�4VAC) PLAN FOR REVIEW BY ENGINEER AND THE CITY OF TIGARD. ! PLANS SHALL ILLUSTRATE SIZE AND LOCATION OF ALL ROOF-T ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED. WALL FRAl"IING MEMBERS: DF-L NO. 2 OR BETTER OP UNITS. t L U11,43-ROUTED AND UNREINFORCED CELLS SHALL BE DOORS SHALL BEACH INDIVIDUAL ROOF-MOUNTED HVAC SHALL BE PERMANENTLY LABELED AS TO FILLED W/ VERMICULATE E PRIMED AND PAINTED. EACH THE AREA IT SERVES. DOORS SHALL BE CERTIFIED ACCORDING TO ASTM E-283 FOR 11 CFM PER ROOF SHEATHING: 3/4" APA RATED SHEATHING, T 4 G EACH UNIT SHALL BE EQUIPPED WITH A POWER DISCONNECT AND A 12@-VOI.T I 14Q4F—. (OFPICE 4 WAREHOUSE) FOOT OF DOOR CRACK AND MEET SPECIFICATIONS OF THE STEEL DOOR 32/16, EXPOSURE I, STRUCTURAL 1 RECEPTACLE SHALL BE LOCATED WITHIN 25' OF EACH UNIT. � R-22 - 6 1/2" KRAFT FACE BATTS OR BATTS INSTITUTE. NAILING PATTERWE ROOF FRAMING PLAN ' PEATTACHMENT OF PERMANENT EQUIPMENT (HVAC) SHALL BE DESIGNED TO RM VAPOR BARRIER AT WAREHOUSE ASSEMBLY SHALL MEE7 ALL ADA (AMERICAN DISABILITIES ACT) RESIST SEISMIC DESIGN FORCES. PROVIDE NECESSARY DOCUMENTATION - 2ND F;`QQR REQUIREMENTS, TO CITY OF TIGARD FOR APPROVAL OF ATTACHMENT SYSTEM. R-30 - 8 1/2" KRAFT FACE BATTS R-II - 3 I/2" SOUND CONTROL BATTS WINDOWS - I NEAT DUCTS GENERAL_ R-5 -� COMPLY WITH REQUIREMENTS OF AAMA 1@IV-Li6. KYL1!�j_HIS SHALL BE CERTIFIED ACCORDING TO ASTM E-283 FOR 031 Cl PER ASSEMBLY SHALL HAVE A MIN J FACTOR OF 1.23FOOT OF WINDOW SASH CRACK t�YC: I3QI WINDOWS SHALL BE EXTRUDED, HIGH INPACT RESISTANT, RIGID POLYVINYL WAREHOUSE: CHLORIDE (PVC). WINDOWS SHALL BE CONSTRUCTED IN A NEAT WORKMANLIKE I 6 MANNER. ALL CORNERS OF THE FRAME AND SASH SHALL BE MITERED AND I GENERAL FUSION WELDED. ALL WELDS ARE TO BE DRESSED AND FINISWED TO MATCH ELECTRICAL (SEPARATE PERt11T) THE SURROUNDING FRAME AREA. GENERAL ROOFING SHALL BE A CLA:18 A BUILT-UP FIRE RETARpENT ROOF. ROOFING SYSTEM IS TO BE A 4 PLY, MINERAL SURFACED FIBER GLASS BUILT- UP ROOF ASSEMBLY ELECTRICAL SYSTEM 15 TO BE BIADDER DESIGN. THE : 0 I aC551BILITY NOTES I ` I. ALL AFFECTED PORTIONS OF THE BUILDING AND SITE SHALL BE CONSTRijCTED IN ACCORDANCE WJ CHAPTER II OF THE O.SS.G. and Construction Services Inc. 2. CONTROLS AND HARDWARE: gam , '^ , 9025 S.W. Center Street ' P.O. Box 23184 I HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING T Ofd, g Oregon 97223 FIXTURES AND STOR,43E PAGIL,ItIES SHALL HAVE LEVER Phone: (503) 620-2086 OR O'rHER SHAPE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, \ \ I �/ FAX: (503) 68a-3E36 PINCHING OR TWISTING TO OPERATE. (0.5.5.0. IIO93.1) \ \ i / / 'i i 1' / % THE HIGHEST OPERABLE PART OF ENVIRONMENT AND OTHER i CONTROL. DISPENSERS, RECEPTACLES AND OTHER / OPERABLE EQUIPMENT SHALL BE WITHIN AT LEAST ONE OF /� ���'/'' THE REACH RANGES SPECIFIED IN SEG i ION II009.2, AND NOT LE68 THAN 36 INCHES ABOVE THE FLOOR, EXCEPT THAT ELE(_TRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR 3. CHANGES IN LEVEL: ' ' "�' ''' ' ABRUPT CHANGES IN HEIGHT GREATER THAN 1/4" SHALL BE BEVELED \ ,' ,' ,' „''/,�'// ' _ TO I VERTICAL TO 2 HORIZON AL. CHANGES IN LEVEL THAN 12" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP MEETING THE REQUIREMENTS OF 110e 4A OF THE O.S.S.G. THRESHOLDS AT DOORS SHAD NOT EXCEED 1/2 '. RAISED THRESHOLDS / / • ' ,I AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE / T BEVELED W/ A SLOPE NO GREA.ER THAN I:Z VERTICAL TO HORIZONTAL. EXTERIOR STAIRS ' 4. AC-CES615LE ROUTE / SECONDFLOOR O \ Z/Do •//„ /// � REFER TO SHEET 1.1 FOR ACCESSIBLE ROUTE TO THE BUILDING '�'''/ /''//'/''''' �' / FROM THE PUBLIC WAY PROVIDE A DETECTABLE WARNING SURFACE ,'' , �, / � '/ .' / / '� EXISTING STRUCTURE OCCUPANCY B \ / AT LOCATIONS IJNERE ACCESSIBLE ROUTES CROSSES OR ADJOINS A \\ 2865 SF. \ ,' ,' �, • ',,, //,/ VEHICULAR WAY. DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF AN APPROVED TEXTURE, AND VISUALLY CONTRAST WITH \ '' ' ;' :' '�� '/'/'%' EXISTING CONCRETE SLAB ADJOINING SURFACES. TEXTURE MAY BE OBTAINED BY ADDING CLEAN \ I HOUR STAIR °'� I x ' Or , ,'„'x/'',\'/'/'/' ” / / MA5C7NS SAND TO THE PAINTED STRIPES. \ ENGLOSU ol 99 GENEFZ4L R_ 5,`-N5 \ . \ \ / \ SCJ \ i \ ,' ,' ,/,' ,' .�.'/ //��,' ' \ �✓\ //.f. , 11 ol, REVISIONS: LO�')ING DOCK <Oi�\ (•4� �', /,/,/ ,' / 111)))' ',,,,, /, �/' / ,'/' / \ � � �' r ` \ \ � \ ¢t\ � \ / / ' // ,,/, , / / ,/ , / •\ \ is Y \ \ !Q 14 01(\ n FLOOR PLAN \ �';� /���/ `�' PPROA�►, F-1 ,4 CODE ANALYSIS 1,303 S.F. x �' //\ UNIFORM BUILDING CODE, 1991 EDITION 01 STATE OF OREGON STRUCTURAL SPECIALTY CODE 1998 ZONE (PLANNED INDUSTRIAL) IP --Ex RIOR OCCUPANCY- - F-I / B \ \ \ • �” \ \ STA , \ \\\ \\ `\ .� dt•., \ � ,c\ j' CONSTRUCTION TYPE- V-N \ \ BASIC ALLOWABLE FLOOR AREA 8ldDD SF ` \ \ I NOIR STAIR APR � ACTUAL ALLOWABLE BUILDING AREA 15,400 SF. 95% YARD INCREASE -`---,-- BUILDING HEIGHT 28' let SrOR J PROJECT. -ALLOWABLE (BY ZONING) — 45' 38' (2nd STORY) -ALLOWABLE (By OSSGJ 40, DUNCAN Qr�UPANT LOAD BUILDING FIRST FLOOR (WAREHOUSE): -1,303 5F. / 500 (TABLE ID-A) 15 16135 S.W. 74th SECOND FLOOR (OFFICE): 2,865 S.F. / IOD (TABLE IO-A) . 29 TIGARD, OREGOrJ \ \ ' // KEY NOTES FIRE RESISTIVE REQUIRE -- MENTS EXTERIOR WALLS - - - NON-RATED\ Dote: 2-3-99 INTERIOR WALLS- NON-RATED STRUCTURAL FRAME — NON-RATED SCOIe: I"=20' FLOORS ROOF -- - NON-RATED \ / 10 3'-0" x 1'-0" I HOUR FIRE FATED DOOR THE BUILDING 15 NOT PROVIDED WITH AN Drown by. JDA W/ LEVER TYPE OPERATING DEVICE AUTOMATIC SPRINKLER SYSTEM h( \ ., ecedby: 3'-V x DOOR Job No.: 980214 \ ® W/ LEVER TYPE OPERATING DEVICE ELIDING AREA CALCULATIONS Drawin No.: P—code IILE \\ / © I HOUR FIRE RATED ASSEMBLY. SEE FIT FLOOR: IO5'-4" x 6 '-4" m 03 SF. 9 CAIIO.wR�610� S91,3DETAILS THIS SHEET. SECOND FLOOR: 43'-4" x 69'-4" . 2,865 5F. SYSTEM OE>fp�11GN SKtTCN AND DESIGN DATA ' 01'►�UMN�ILDOAIM,1.IMpp���►� +v Nd y,� - EXIT SIGN. LITTERS 5; / ` -BALL BE 6" IN HEIGHT OCCUPANCY GLA85IFICATION -B, F-I ' TYPE OF CONSTRUCTION: V..ry � �� A.@M �`� �-- - �"'�.w+«.wr�w+r++..rrrr+..r..�r.w...n� LOCATION ON PROPERTY: -4 YARDa ��.— Kµ.�1N•T�.Ir I,.k.M.AMt/M.�r r'�ll \ ` `»...... �. r•�w.•�r• ""�"� TWO ELECTRIC LAMPS OR SHALL BE OF AN NOP15PRINKLED BUILDING: •ro.ro.. vw •~~�+ �wiR;'~•`�� ��� �!106914APPROVED SELF-LUMINOUS TYPE. POWER t0 ONE M.s wee t.rIM1rr�111 M11.tyr •��A r1Y�.�11�tYr 600 016 \ err `I'M ~• ""M III Iµ � r� LAMP SHALL BE PROVIDED BY THE PREMISES AREA INCREASE: — U►11r►�a��ero wwr� .rwwYi.��,a ��"��"� "�' *+ •V• fir+ ` 4 YARDS 0 18'-6" INCREASE r�r►rt= �wo&ro ..►.r rc ».r.�r» \ WIRING SYSTEM AND THE OTHER LAMP SHALL SHALL - BE POWERED BY STORAGE BATTERIES. ,.•.•.,,.,.A,-.,. LOCATE 504 ABOVE DOOR SOM SF., 1.925 • 15,400 SF. NAM .Np ►v1�t N ti�Y�a� 2 ALLOWABLE AREA: 15bOO S.F. � Q SPECIAL INSPECTIONS YES BUILDING com �-�,--�-V-, G --- — d INF< MATIDN 4 CIO ' OM CPACTION REPORTS FOR ENGINEERED FILL L i HR. WALL DETAIL _ 1 HR. CEILING DETAIL CONCRETE REI FO1�ING -- --- V-9 = CONCRETE PLACEMENT, STRENGTH r T a �HEEI in �. �� FIELD WELDING _ - �-� Q 1" ' 20' CM.U. WALL REINFORCING m a° SPECIAL INSPECTIONS WILL BE PERFORMED BY CAW_SO1N TESTING. Oe4 Cm � I�I�IIII1IIIIIIIII�I1IIIIIIIiIIIllllll�llllllllI� _ . ...— . .. LEGIBILITY STRIP m I 2 3 a 5 6 7 6 9 l0 I I ,2 13 14 16 17 16 19 2�0 21 22 23 24 25 26 27 28 28 30 ' ipmm.l�m 01 i b 401 rn • 10z 03D 11111 I.l�.l1 111 11.11 Lt1.I I X11 la.l 11,E IlI_I I �yrw.. ..,.,m:.,.ve...r.w.nrv....w... ...,«...,,.ti..»....,. _........_...-.,,...,.,.-sw.p.y�..aMw.l+.•�!!1a ...�w.,.»Mres ,-,.yep..iwr,r.,n.n+.+.,.u.•.nn.e,r.., p-x-r••+.•1rwr..rr1V7M1 Rq w A f and Construction Services �A 9025 S W Center Street ' P.O Box /Y'84 Tigard, Oregon 97223 i � 11 1 I, ! I 1111 11 I I phone. (503) 620-208c FAX: (503) 684-363E 51 ", ," ,/ ,', ' TURE wY XNG STRUC / p / LL EXISTING CONC i •" \ RE'E SLAB \ / / `• S ,',i� U'`1 // .,PROJECT BODRY �o lk LU %' ///�\b F '•` ,' ''' ,%' ' ,' EDGE OF •�/ F4q FC - ,' '' �' i ,• / / / CONCRETE / J \ DUMPSTER LOCATION IF ' / REQUIRED DO TO 6EP4RATE / F F'A'T F '� +'/ / ' ' '.•'� / A, \ y BUILDING OCCUPANC►E9. DOORS ao fi� tir , , / , WHEEL STO / 13-1- Csl=h�Q' IN\� .' . .' . , / SHALL SWING BEYOND THE W-0 OPEN Q �` ;' ,'�;% POSITION. BOTH DOORS SHALL LOCK I ,� �. / : . . , \ \ / , , . / 11 - • , . / ,; IN THE OPEN POSITION. REVISIONS: /',,4w� �,' �,',', Q' ` / ��TT \ �G�•.�� �\ \\\ EXISTING ' �J,7r' /',i'• // � �\` P1 0 N CtT\E w - \ LOADING rJOCK PASKI AREA _ \ � \�� / \ � �` dip; �tC,�,� � ?* 'S.l. i' ,,,,/// �/ ./;i/�,'/�,' '/�iii, / ,w'• // `(�(/ `" f' / Y. 8S \ /, i fid, \ / J •6 �` IN IN IN ol IN If N. /� >� 3'-m" WIDE i i`IN \ ` / '/ \ / ROUTE. S Y E D t A• sp: '. • / • •' EXISTING Cm� AND SIDE ALK S'TE AREA: - 6., ACRES -- PROJECT: PQOJEC' BOt.h_'R` : 26330 S.F. (100%) BUILDING AR1=4: ��32 SF. �I ' NCAN N, lyl% � \ _ / / ,/ IMPERVIOUS AREA: 5,552 \ \ \ \ / (PARKING AND CiRCJLATIONI � BUILDING DETECTABLE \ � �� ExTG. U L.ITY \ �3: ��� ��// � / I 16135 S.W. 74— LANDSCAPE ` \ \ WARNING SURFACE \\ � HOLE �'" ✓ / LANDSCAPE AREA: 9,832 SF. (313%.) TIGARD, OREGON IMPERVIOUS AREA: 3,118 SF. XISTING �'i`% HYDRANT 1W - \\\��. ' �, Date: 2-3-99 Scale: 1 + � Drown oy: JDA \P1�OJECT BOUND RY \ \ / Checked by: \ `+ z I Job No.: 980214 Drawing No.: P-site-bldg. SITE DEVELOPMENT PLAN \\ \ REVISED .7N-SITE PARKING AND DUt"1PSTER LOCATION ` \ \ AND ADC7E0 ACCESIBLE ROUTE. 0 Sn PLAN 0 SHEET �a 1 � . 1 C m -- -LEGI9ILITY STRIP O i 2 3 4 'S 8 7 8 9 0 omm.l Cm 11 12 13 Ila IIs 117 is 19 20 21 22 23 24 25 28 217 2e 29 3o q NON( 708 �� � L I I11LW, ,� �1,1�t �1►1�1iU1I1.�,1�.1 � oa +r+�+,.+.•+•.••a.... wr,a«.w..•.n.w.aa••w,.r.... sMlMr.x.::«•v,.,..«e.w.!.w*r •r--n•...•..+.wr.+.rrr...,.,..,.«.r..—..,....•.r,.+..wm-_.. .-« .r, +w.ae.•+.•a••»....,__.-•...,,,.. ,.,...,.....,.1•,, 4. + .. sew! !Maw+'*nYwMn .w•+ •MrthMeurw•�M•ra�i •!M. rw..».•*+M..ew.r....-.....M.r.weMY+w.w.n*•rtwn. ,.. .. MMIa +•AiNahrRMrle +!rac.,...u. aK R r ib 4 1 and Construction Services Inc. 3 (2 T ,-- -�% 9025 S.W. Center Street ' P.O. Boz 23184 I Tigard, Oregon 97223 44'-m" Phone (503) 620-2086 ,�— - ---- - ----ter -t------ 13 -4.. 44'-0" _ -- ,�-- -- , FAQ: (503) 684-3636 4'-0" 5'-4" 4'-0" I1'-4" 4'-0" 5'-4" lm'-8" b'-ts" 4'-0" 6'-8" 4'-0" 6'-8" 4'-0" 6'-8" 4�,-0" . Com'-8" 5'_4" , -4' 6'-8" -4" 1 4'-0" 5'-4" 4'-0" A 1 - - FA,Ct CT1U YPICAL A O.N. ON. / SIM. 1 I ILL WALL — f 0 I 1 I 2 l � I• 2 � ( 1 �8" SMOOTH UP O b SMOOTH FACED GMU ;p I I AT INFILL WALLS-TYP. FACED CMU DN I I I m B 1 --- 1 9 I • I I = 8.. SMOOTH I R 1 _ /�j j 1. 4 �� 1 a I LEGEND -� - - - - - - - - � W FAGED �.MU/� - - - - - - - - -- � ,v - B B /�.�__� 8" C.M.U. WALL t�plfk - 5.3 ' „ ;Z�C'' "t INR. WOOD FRAMED BEARING WALL2 x b STUDS * 16” O.C. W/ 5/8" TYPE ''X"SMOOTH GY S AT I S T ILO ti�. A FADED CMU SHEET 0.4 FOR WALL AND CEILING INFO. o� AT INFILL - WALLS-k. 1 9 WOOD FRAMED NON-BEARING WALL V, cD A T.S. COLUMN �„ 1 0 OX WALL NUMBER - SEE C.M.U. 'tiLL I SECOND FLOOR 2065 SF. _ - SCHEDULE - j C v i (FUTURE OFFICE) 9 WOMENSt 'i 0 1 Ft"TROOM o o m .0 o' \9 °D8'-51/2 TYPICAL AT TT.S. COLUMN INFILL WALLS QI to 3-1-90 GENERAL RE/ISIONS - 6STSR1 REVISIONS: 9 - r I A TOTAL AREA OF WAREHOUSE 1,303 5F. �I Q' T.S. COLUMN—--) - EL.•IS'-0" EL.•16'-O° EL*11'-V A TYPICAL AT 2 B INFILL WALLS h _ _ N RISE ■ 6" v -c-&' _ I RUNII" 1 8 SMCOTN ml FACED CMU ^ Q _ b" SMOOTH - 9� b" SMOOTH FACED CMU _ FACED CMU - 2'_2'" '9 AT INFILL - AT INFILL 0 - WALLS-TYP.-� 3010 EL.•7m'-O• EL.•Im'-®• �i /WALLS-TYP. ' EL.•o'-o° �, �S 8" SMOOTH TYPICAL AT 8" SMOOTH N HR) ,- ,p �• �� / I `fl � FACED CMU 2 INFILL WALLS 1 -FACED CMy- ' B ( B <2> 2 A A B A INTERMEDIATE STAIR - b'-0" 8'-0" -8' S'-4" -8 -8' b'_g' b'-8" 6'-8" 4'-0" 8'-0" 4'-0" _b'-8" 14'-8" 6'-8" 4'-0" b'-8" 4'-0" 6'-8" 4'-0" 6'-a" 4'-0" 6'-8" 5'-4" LANDING -- ---- 43'-4" ,.-- 105'-4" .�`" o SEC FLOOR PLAN % � o FIRST FLOOR PLAN STAIR NOTES P�°JET --- --- -- _ -- R OND � R I 1/8" • 1'-® T I/8" , 1'-m" DUNCAN " F WALL SCHEDULE C.M.U. \`lam H RISERS AND NOSING: _ BUILDING MALL REINFORCING W INF ING -NO OPEN OPEN RISERS ALLOWED -NOSINGS SHALL BE FLUSH AND ROUNDED TCA RACGiuS OF 16135 S.W. 74th VERT. BARS NORIZ. BARS COMMENTS 1/2" MAXIMUM. RISERS SHALL BE SLOPED, TIGARD, OREGON I DBL. 5 * 32" Of;. 5 • 48" O.C. SEE NOTES 1 4 2 AND DETAIL BELOW -RISERS SHALL BE SLOPED, OR THE UNDERS DE CDP THE NOSING SHALL NAVE AN ANGLE OF NOT LE55 THAN (P041 FROM 2 5 • 32" O.C. 5 • 48" O.C. SEE NOTE 3 THE HORIZONTAL. ` --- -NOSING SHALL PROJECT NO MORE THAN 1 1/2". 5T41R NOSING l TREADS SHALL NAVE A SLIP-RESISTANT SURFACE. \ Date: 2-3-99 SPLIT FACED BLOCK 1 1.) SEE NOTES ON SHEET 02 AND 3.1 FOR INFORMATION ON C.M.U. TYPE, GROUT TYPE HANDRAILS: _- v- Scale. 1/8f = 1 -O AND REQUIREMENTS, REINFORCING STEEL, AND WALL TO WALL AND CORNER TIES. -HANDRAILS SHALL BE LOCATED AT BOTH SIDES OF STAIRWAY Drawn by: JDA. 2.) IN ADDITION TO THE REINFORCING STEEL SHOWN IN THIS aCHEDULE, SEE DETAILS FOR -HANDRAILS SHALL EXTEND 12" BE-Y-OND THE TOP RISERS Checked by: SPECIAL REQUIREMENTS AT FLOOR / ROOF LEVELS AND ANCHOR BOLTS. AND 12" PLUS THE WIDTH OF ONE TREAD BEYOND THE BOTTOM TRISEERS. AT THE TOP, THE HE FLOOR OR GROUND SURFACE. ATSHALL BOTI•C��THE HANDR-41)LLEL WIT" Job NO.: 980214 3.) THIS 19 AN INFILL WALL. REINFORCING NOTED IS FOF. 6 CML. WALL ONLY. PROVIDE P— ,Ian I 04 BARS 24" INTO ADJACENT 8" C.M.U. "JAMB" WALLS. NOT NECESSARY TO EXTEND CONTINUE TO SLOPE FOR A DISTANCE Cr- THE WDrawing No.: r JVERT. DARE INTO HEAD BLOCKS. DO NOT NORTEK BETWEEN INTERFACE OF b"' AND TREAD FROM THE BOTTOM 1 RISER_ THE REMAINDER OF THE J - - / B" CML. PROVIDE BACKER ROD AND CAULKING AT THESE LOCATIGNS. EMBED MORTAR EXTENSION SHALL BE HORIZONTAL. (ADAAG FIG. 19) 8" x 8" SMOOTHED ,' SPLIT FACED BLOCK INTO CAULKING TO MATCH TYPICAL JOINTS. SPLIT FACED BLOCK -CLEAR SPACE BETWEEN THE NA NDRAILS AND TWE SHALL BE SPLIT FACED BLOCK FACED CORNER BLOCK'' 1 I/2". THE TOP OF THE HANDRAIL GRIPPING SUR--ACE SHALL BE BUTT END OF SMOOTHED BETWEEN 34" AND 38" ABOVE THE STAIR NOSING. 32" O.C. 32" O.C. -A CLEAR SPACE OF 1 1/2" SHALL BE LEFT BETWEEN THE HANDRAI FACED BLOCK L AND OBSTRUCTIONS. j -END OF THE HANDRAIL SHALL RETURN TO THE FLOOR, WALL OR POST. ) A TYPICAL CORNER DETAIL j J'' ^.*11 L B WALL DETAIL - THE I TNG SURFACE HANDRAILRFSWITCH BACK SHALL BE CONTINUOUS. -GRIPPING SUACE SHALLLL BE UNINTERRUPTED . 4.• Y I 1\ DdL. 5 BARS FLOOR PLAN L REBAR LOCATION AT WALL TYPE - T - - -- $ SHEC La — - --In D I-)CO o m 2 � 1 CT � 1 ~ ' .'illill!jlillllllljllll�lllljllllllllllt!II�i1 �1iI;n u .LEGIBILITY STRIP O 1 2 3 a 5 6 7 E3 9 10 1 I 112 13 14 le I'; is 19 20 21 22 23 24 25 28 27 26 2.9 30 pmm.i�m Z I I I 01 HOW 0l oZ p -e S' .. S1vA}�!i4 �•NSM+•••.MV'herM,wP.xwuM+IP."`_.............ay...._.,..—.w+n+fMw..+^.wwTl.4R„r.y i,.. . .•MT•!H"'TIIYh,,r!MI.,n..,µ».MV'•r.y.in.Y,.T . .MTY 4r 1.,'pMvWVNP"M'f1• ..m...a»+...,.m..ww+.... �.+gfwAMikit+. •wY"+w,+r.!w.wnr^+•«wnr. ...«.w+a,r.y«w+ ea+."-wrr++«•-•w.++.,vn+r+, .w,.w....w.rour. .. .... - -. ,1 1 t 4, Y1In •'�4 I ]L T-DTPI and Construction Services Inc. 9025 S.W. Center Street ' P.O. Box 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 FAX, (503) 684-3636 — 105'-4" — 13'-4" Il'-4" ---------------------- 1 ll 61'-4" r v w FF F ----- _ - ----- -� �- I __ I ---- ----- ----- ---------------------------i-------��------------ --- ----- --- _ --------- ' I I --- I I ------------------------ --------------------- ---j---� ------- - --------- _ I I 3b9 --- 1 -- I 1 1 I I I I I I 3b,9 I 1 I I I --- --------� -- 9'T INFILL I i AT INFILL i I I L-------- -I i J I I i I I 1r---------- L___ -/� , aA1 BLOCK WALL 12" CONCRETE SLAB fi � AT 18" O.G. W/ 3 BARS AT 12" O.G. I 1 �--3'-0"x I'-0" FOOTING ' 4 I t--- --- -- - --- ---- ---- ,9 1m 51 I ISLOPE SLAB AT GARAGE DOOR 8 i I I i 1 i 5.1 ' F3T I F4 ' T.S. COLUMN i 5 5' CONCRETE SLAB I 5.1 I 9 1 I � At GARAGE i r �1 3-1-99 GENER,4L REV&005 DOOR REVISIONS • � I I � / i i I I � I I I I I �3BA At 18" O.G. I F�1 I X21 1 I F21 ' I I r \� 1 1 ----- I 5.1 i e 3b,`3 r T.S. COLUMN --+---, AT INFILL I ' —+- AT INFILL I I I 1 I ✓FI r--------I i OPENINGS I ' I 2'-6"x 10" FOOTING 51 $" BLOCK WALL i $ 3'40"x 12" FOOTING -- H I I I I I 1 I I I L-_ - --- ------- -J L----;a -----� L -- -- - j ' ------------------------ --------------------- -- -T----- ------- - -------� I _ 1 . - I �- ---- - ---- ------- ------------------------------- ----- ---- ---------------- - --- - -- - ------------------------------------------------ -- - ------ ------ ----� I 5.1 AT INFILL V-2" AT INFILL — --- 2'-5 I/2" OPENINGS PROJECT: 21'_4" 22'-0" DUNCAN 43'-4" BUILDING 16135 S.W. 74th TIGARD, OREGOrJ Date: 2-3-99 ! Scale: 1/8" = I Drawn by JDA " FOUNDATION / SLAB PLAN Checked by: � Job No.: 980214 TDrawing No.: P—found _.� M --- COLUMN FOOTING SCHEDULE FTG. MK FOOTING SIZE DEPTH REINFORCING FI b'-0" X b'-0" IS" (6) 5 BARS EAGN WAY F2 1'-0" X l'-0" 12" (a) 03 BARS EAGN WAY F3 3'-6" X CONT. I®" (5) 03 BARS x CONT, 3 BARS @ 18" O.G. FOUNDATION / F4 ?'-b" X CONT. 10" l3) �5 BARS x GOVT. 3 BARS 18" O.G. SLAB PLAN a'co 4 CJHEE1 in W)=) io n 2 . 2 -... _ .. � _:.... a .aaa�'..:.r: _. .... .. ... -.., �-.ar nY..... -.-...;.,x•reu,,.,:-. .,,.:,fpr^ .. .+".Mrww�.wMrrrrr... ...-:wras.n. a�.:y.•»«..,.-x.. .. ..:+.wra. .....�,MiJ.v. .:... ;<.r.-..... Crr �111h IIIIIIIII�IIIIIIII�IIIIIIII�IIIIIIIIIIIiIllilil�IIIIIIIIIIIIIIIIIII IIIIIIIII III �II!IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII II'IIIIII IIII'��II IIII IIII IIII IIII !III IIII IIII IIII IIII IIII IIII IIII IIII IIII LEGIBILITY STRIP O 2 3a 5 7 10 11 12 13 Ila IIs IIy TIO TIO 20 21 92 23 I QIa I PIS I QIa 1217 128 1219 13In ipmn.l ern C D 01 NOW 11 I OL p r� 7b ��all!t1.��.t1�Wi11�11.11.111�J,�1111�11a,1.�111�1>I.� 11�lalllll,ll1�111W��1�.�.111.1-ltlllJ.ltllltll_�1111�W1111�1�III�.l�.11..1.1.I..I.II.I.tl�l�ll.1.a-I�laJ.l.lalll_l>I.t111!1iW1111t1tJ.►J11�1111.1.1.111.�Ia,�Jt.I.III�Oz 25X yn��ReM}�rrt""w^.-.««..�„+�+.r.'i+..w�M++�e�++�+�M+M+aM�arv.+«,.�w+�•�.w.�wr,q,wlyMll��,rrow.r....�v�n•.I,+M,.a,�.r�+w�...rvvriMMl'P��1w.a!-IM��5i1++.`• ►wilA.um.,e..�"x»wr ,�. ._,,..� .-._.:._.�`.. .. -. �. -. .. �., -. ,.�yy��..-».:...,,...,�:.n.n.r. � ,.r.+.+.••,:.. ..-.....�•...« r«..r.,. .. .,.... ..,. ..... � .: � .. ,. , ,,:_...+,... . m»...,..nn.«..�.:.w•wr..,,we.,+.w.a...•.....:rw .w: �++r+w. ...», ,.:.+.. .qw,,,w.....ne.wyewr+M,�w ,w. >-..�...... �— .,..,.... .._- .. - �. _, � .. .,. � -..w.r-:...ww�ryr�.vw.rr*.+.,•nr,.a.�rv,^.r+..r.�yhr�w,+�YCnwlwrMrM+n..r..,.,r... � r..*� n:s1�R^*,nr WTM^�Mh",�rwn��7' , w••.¢�w..y.�w�.�A+�.w"�+*w+ *er�A't�rw�wv.-.»m.�Wnw4Ne+Mq+�rYwrcM"��r«�r.'4�n'�MM�rw*.w-�.+.w:.w�er+nw..•.-.n++nw. ...�n.«,n.+H+mr.^+4MM•• M.M - w...;,..« -aww«-:•nye.+.•w.w+�..w"M.wrw.er...•.e�-- w,. i 4 \ sd ntl ,.1 I — PT I , and Construction Services Inc. 9025 S.W. Center Street ' P,0 Box 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 FAX: (503) 684-3636 3 2 `I - START PLYWOOD 4 x 6 2 x 6 4 x 6 LAYOUT 511'TP50N LTT205 FRAMING MEMBERS FRAMING MEMBERS FRAMING MEMBERS ' TENSION TIE W/ P 4 I g SIMP50N CS18 COIL NAIL SHEATHING TO I 5� STRAP AT BOTTOM 5� NAI N 9 \ 5.1 2x8 BLOCKING W/ bd NAILS AT 4" O.C. --OF BLOCKING NAIL SHEAT LNG TO L SHEAT INC TO 5� �� I 4x10 LEDGE W/ P.T. b x 6 BLOCKING ----------- - 15" -r I -- �� x - � 8d NAILS Al4' O.G. W/ 8d NAILS AT 4 O.G. .•- 3 I/8GL LAM 3 4" '1 1/2' G LIL E I BM. W/ I" NAILER r - - -- _ - -__ — iA �Y w 3 1/8" x 1.5" GL-LAM - - - - r -- •� � / �- I I 6 !`3E JOLT -- ---------•--- �- '�'• 1 1 1 1 I 1 I 1 1 1 I 1 I I I I 1 I f---..i � — -- _-i � I , � I � •'r i vV 3 I/8� x 15GL-LAM, 'O.GSIMPSON 0518 COIL 3/4 o A.B. AT 16 . , I 1 1 x 1 I 1 1 1 I I 1 I I 1 I 1 I I I 1 1 STRAP 1—— ry 6 3/4" x 1 I/2" GLUCAN BEAM —� -- - I I - 3i4" PLY400D SHEAT"I (32/16) C 5� I 1 1 1 A. .l 1 I --1_.J _ 1 1. I I 1 1---' 1 1 -� TYPICAL AT TOP OF BLOCK WALL. 16" TJI-H90 BLOCKING- � � ! IIII I -- -- -- _ - -. SIMPSON LTT205 i [� — 1 1 1 I 1 1 1 I 1 I 1 I 1 1 I 1 1 T �. XPlflE - Z 111 TENSION TIE ----� -- -- - -I I I ��'; / F G�,p �Ip i - - -- \ 1 �--+j +I---�I-- -- -�- - - - -- -- I 1 B 2x4 BLOCKING AT TOP I r I� I I -� �--� - - 1 x -NAIL 5«4EATH,NG TO I I I I I I I I I I I t I I I I I 1 CHORD AT PLYWOOD -- -- -- -- --- -- I ..' _I - v 4xID LEDGER W/ EDGES. - THROUGHOUT— 8d NAILS AT 4" O.C. ' — — — - - -- --�--- - -- - - -- I 1 (L i w RECESSED ROOF F OR FUTURE wwww_sw-w -Irwowww- ww -wwww -- ------- -- -- -- -- -- --- HVAC SYSTEM. --- -- I- -- ry - - - TJI H9r� •«- - -I _LID r w-wwww -w_w- wlwwwwwwwwwwwwcvww w — I\ F— _— — OFRIGE' — F I x 01 f� iI I l I Q 11 1 C4 N �- -- -- -- -- -- - 3/4" PLY- WOOD T G 3 1/6 x -15r' - -- -- -- -- ------ --� ; � - - 6 --- -- ---- N SHTG.(32 OC) -- I - 1 ry LEDGER - j _+ P�GIRDER T�2t155 GIRD T :.,�� /! \ 3- -Aa GE'�ERILA ✓5101v$I CD _ RU5 REOSIONS: T \ � � - ROOF HATCH Q I \ I I - - 'ROOF H�TCH wwwwwYrwwwwwwwwwwww Q / \ I I� IX -- — ' I I C~ wwr�■wwwwww.wwwwww ■wwww _ __ _ I _ _ I ..w-■w.,w I I SIMPSON 6518 COIL gTr�A�' ,4T A'-O'' O.G. I I 1 t I I I I I I I 5 1/8 x '1 1/2" GLUCAN BEAM I I I -- I II 8 -6 1 1 r 1 1 I I 1 I 1 I I I I I I I I -- TYPICAL AROUND PERIMETER 2 -_I _I_ - T -�_- -- TIMBER I 2 SKYLIGHT - - 1 5� I • --- •. / - STRAND ^ A AT CE. 1 � \ I � TJI H90 1 1 I- - - - - � J — 1 -- _, SCUD � I ..._- - - 1 -•-----� I � % \ X i 1 I iry I I SOLID I I 51MP50N �TT20B AT 4'-0' O.G. LEDGER GL-LM BM. �„_- --7-- 4 -- -- -- •TI I � —� I 1 I 0 I I 1 1 1 I I I 1 -- = /8" GL- M. _ I6" TJI-H130 BLOCKING— (L LOCKING -+I `- 1 e l 1 I , , 1 1 I I I 1 1 1 1 I I I I I �' ' 1 r � " -_T - - -- - -- I - - �p I I T —T --- - -- -- - 6 xE OIST 1 ---- --- - -- - - - - - - - A- 4 ' ---� �� - P.T. j 3 1/8 x 15" GL-LM BM. NAIL SHEATHING TO 4x8 PLYWOOD PANELS f 4x8 PLYWOOD PANELS W/ I" NAILER P.T. 6 x 6 BLOCKING W/ 2x6 AT 24" O.G. W/ 4x6 AT 24" O.C. AT I NAIL SHEATHING TO SIMPSON LTT20B W/ 8d NAILS AT 4" O.C. 1 6 3/4" x 1 1/2" GLULAM BEAM GL-LM BEAM LEDGER 5 5 EACH END OF ROOF 9 3/4" PLYWOOD 5.1 TYPICAL AT TOP OF BLOCK WALL. W/ 6d NAILS AT 4" O.C. TENSION TIE W/ 5� SHEATHING (32/16) 5.2 SIMPSON GS18 COIL 52 STRAP AT BOTTOM OF BLOCKING. t START JOIST LAYOUT PROJECT. --- -- ------ -- - I ? SECOND FLOOR FRAMING ROOF FRAMING - DUNCAN BUILDING 16135 S.W. 74th TIGARD, OREGON j .. o ROOF FRAMING PLAN WYL4W o FRAMING PLAN2-3-99- r — R FRAMMG K Y NOM _ ■� R Scale: 1/8 = 1 —0 \� T SEE COVER SHEET FOR DESIGN LOADS � r~ T ' H SEE COVER SHEET FOR DESIGN LOADS Drawn by: JDA �J H DOUBLE 2 x 6'e A SIMPSON LTT20B AT 4'-0" �SKYLIGHT SIDE OF Checked by' -- TJI H90 SOLID BLOCKING Job No.: 980214 — — — — — SIMPSON CS18 COIL STRAP NAILMG PATTE!l�16 FM bECGND FLOOR NAILING }'PATTERNS FOR 11"WHOU6E 9 9 NAI MG P FOR OP4"!C€ ROOF � 4ROOF PANEL AT Drawin No.: P-from�r 8HE_ATHING TO ROOF TRUSSES: AT BOTTOM OF BLOCKING SHEATHING TO FLOOR JOIST: PANELS TO ROOF ,JOIST: FIELD bd NAILS AT 6" OG. 3' x 3' SKTLIGHT. -- - 2 x 4 BLOCKING AT TOP FIELD ■ 6d NAILS AT 12" O.C. NAIL 4'-0" ENDS OF PANELS TO ROOF EDGES ■ 6d NAILS AT 12" O.G. LOCATED IN CENTER CHORD OF TRUS8 AT EDGES ■ 6d NAILS AT 4" O.G. JOIST W/ 8d NAILS AT 4'" O.C. BOUNDARY - 6d NAILS AT 4" O.G. OF PANEL. PLTWOOD EDGES. BOUNDARY 6d NAILS AT 4" O.G. NOTE PANELS TO ROOF BOUNDARY: PROVIDE 22" x30" ATTIC ACCESS OPENING. NAIL 4'-0" AND/OR 8'-0" ENDS OF PANELS VERIFY LOCATION W/ OWNER AND CITY INSPECTOR TO ROOF BOUNDARY (LEDGER T TOP O.C.WALL BLOCKING) W/ 8d NAILS AT 41" . 4 x 8 PANELS: • FIELD ■ 8d NAILS AT 12" O.G. • EDGES (8'-m' EDGE) - 8d NAILS AT 6" O.C. m FRAMING PLAINS to dQ � J['[C'T m SHL I �a --- j N I•,m `o ; m I 2 . 3 IL _l 2 3 4 S SI' I 118 � 1.I0 . �.. ili ..� II2aI II3 14 I II II I IIIIIIIIIIiIlllllltl jt! IIIIIIIIiIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Cf IIIIIIIII III! ills 1111 IIII IIII IIII IIII IIII IIII IIII IIII IIII Ilr"•111 IIII IIII IIII IIII IIII IIIIIIIII LEGIBILITY STRIP o I 1� 7 18 I'9 20 21 22 23 24 25 28 27 28 29 30 . _ �Omm.l�m Z I I I OI 4 1 ti NONI • 1 OZ -� I I �1�.11.1.111.111.�1�1.11tlll�l�.lJ.1.t1�.1.�1.t�1111111.1�1�111rW.<�.1.1111t.1�1.I.I�.Lf�J.i�.111.111.L11I I.I.flall�I.la.W,tlaJ.t1.11t,�liW.�l.>).(.1�.1.tL.�lJ�t.lJll��l.�1t1�11�oz Fin . � .. .. !.MIMI+fl ?!MwIIMIRgM1!R !V'.. .. . .-'YNr!MRR1Mr+.w.S1.!MwMkM..w11'••M4^.IwnM....r•-e!.•..Me . ..,. ..r^..r .«...y.n,.y.awsa•.rA•-... .rnrw . w !+N+w .w!IwI + f . .. . `.7.R++*Mpn'•e. •.. pwlM.wwM►Mww.N" V F 11 +' and Construction Services Inc. 9025 S.W. Center Street ' P.O. Box 23784 Tigard, Oregon 97223 I Phone: (503) 620-2086 1 FAX": (503) 684-3636 I I i tip.. .• 1 • CONDUCTOR (GREEN) GUTTER (GREEN) - r - - i r _ ----- - _ ' I• I I I �-- I 1 I n ill 1, 1 I x- c II � yl • 1 RIBBED METAL ROOF (GREEN) kL....T. I I I y I \ i I I I �, IIIIIII j I I 3' x 3' SKYL IGNT i SEE NOTE BELOW �N --- I�_ i _J := 1 3-'-c3o GENERAL RE V;SIOtiS I., I0 n _ HVAC PLATFOR`� u _� , f REVISIONS: --- y ROOF VEN RIDGE LINE ,to BUILT-UP ROOF OR R41SEC RIBBED _ ROOF SYSTEM TO MATC-+ SECOND L J FLOOR ROOF. 41 nFT' CONTINUOUS GUTTER (GREEN) PROJECT: DUNCAN BUILDING 16135 S.W. 74th TIGARD, OREGON ROOF PLAN Date: 2-3-99 Scale: 1/8" - 1' 0' Drawn by: JD4 Checked by. Job No.: 980214 Drawing No.. P-roof ROOF VENTING SKYLIGHT NOTES: Z x 8 CURB REQUIRED VENTING: 10 S.F. SKYLIGHTS SHALL BE PLASTIC DOME TYPE (2065 S.F. / 300 • 985 SFJ � CANT STRIP UNITS MEETING THE REQUIREMENTS OF 055r- SECTION 2603.1 SOFFIT VENT 5 SF. REQUIRED (50X) ROOFING (225 LF. AT 9 SQ. IN. /LF. •14 8F.) OK CONTRACTOR SHALL SUBMIT MANl1FACTURER5 '- LITERATURE FOR APPROVAL BY NICOLI ROOF VENT. 5 8F. REQUIRED (50X) ROOF PANELS ENGINEERING AND CITY OF TIGARD. (25 LF. OF RIDGE VENT AT PROVIDE 2 x 8 CURBING AROUND SKYLIGHT S SQ. IN /LF. • Ibb 6F.) OK OPENING, FLASH AND COUNTER FLASH AT (ROOF VENTS BNALL TOTAL CURB TO PROVIDE WATER TIGHT ASSEi'5LY. 5 SF. OF FREE VENTING AREA) 8 K Y L I G H T S E C T I O N SKYLIGHT DOME SHALL HAVE A MINIMUM a 51' RISE ABOVE THE MOUNTING FLANGE. <� r LIGHTS SHALL HAVE A MAX. SHADING PL./'1N m a COfFfICIENT OF 051. THE ASSEMBLY r m o SHALL HAVE A MAX. U-r-ACTOR OF 1.23. - ----- - - — `" SHEET 2 . 4 1 LEGIBILITY STRIP Cm 1 1 2 3 4 ��ill�ill�llllllll � 0Illlll � �IIIIII�1��11 �II III� ISIIIIIII� IIIIIIIIIiIIIIIIII�IIIIIIIII�tIiIIIIIIIIIIIIIIIIIIIII�IIIIIIIIII II7 is 19 20 21 22 23 24 25 28 27 28 29 :30 Z I I I OI I V NON( / 1 OL I.�.Ib .dd11111[dJ11.111.11,1t1►111 11.I�11.�1,1.1�i1i111.I�I�I.IIa �11J�1�1a.�.1.1�J.1.11l�l�lal�ltll 1�1a1��1111►1�11 1�I W.l��l�ltla.11��JlI�.l.t�.11a.(�IIII oa .,.. �+i.a�tlNMiwllMr�wwn+.• ww,w�++—«�w—+�:ar.«Iwy re•en��',�Mrw.!firs.+^+e+.;ANR�•••w�r�M+M+t�9.,.• •^...•.,.... .,. •....., ,••• e..w...�.r.w«�..... ..«...�w.n.,�»•r..+www..�.�»m.,r.wwww.+.wr.,rr.�r�+�q++rrfwl✓WMM+rr�wM�+»w�..��.-.+«wvo.�r..%y*.rvwwuw..++wM•+nrw.xn,.,ww.»rw+^••�+�r«..rw,•..na+dn+la•.�-f+•yw;�x.+NwW�+MferfMFfIWy►++nw•w��� +er+r .«+wwM�;�r+Mwweu�«f11�1 . i► A C — 4.1 ILE - CONTINUOUS GUTTER D / _� (GREEN) and ConstrUCtion Services InC, SMOOTH FACED - - —BLOCK AREA 9025 S.W Center Street ' PC Box 23'84 rgard, Oregon 91223 i `TT �„"• {'''.ti.._.i"C:I.7yl:sTt-rz-r C. - _-....+.- - ., s Phone: (503) 620-2086 --;z• „- ; y ?Lr' r _ FAX: 50684-3636I I :.T T �`�.,�. = I ( 3) k ♦ ,moi ` T -�1 r a-r--r— ` -— � \�.. K ` _ 2ND 0 i r k+tht',y •T N N - �` - - r r 1 # Y' ' _ «+ . N SMOCT.a FACED 5! OCK5 � I I x S'' M A BLOCK AT CORNERS - TYP. 8" SMOOTH FACED BLOCK TRELLIS AT 6" SMOOTH =ACED 8" SMOOTH FACED BLOCK DOWNSPOUT (GREEN)� STEEL STAIR SYSTEM 4,�'f AT INFILL PATTERN INFILL BLOCKS- TYP. (GREEN) AT INFILL PATTERN- TYP. (GREEN) WEST ELEVATION (GREEN: 6" SMOOTH EGGED BLOCK - TYP. (GREEN) AT INFILL. -' C. M, U. N O T E S - - --- ALL CI`1.U. AT RETURN • 'ONES_ 17- i.iol", OF STAIR "RECESS" SHALL BE SMOOTH 'YO'IGAL FIELD BLOCK OF 8 x 8 x .6 G FACED. SPLIT FACED BLOCK (u.4•:ITE) 4.1 i`�• TYPICAL ACCENT BLOCK OF 8 x 8 x 16 SMOOTH FACED BLOCK (GREEN) i I I r I I VAC UNIT t3EYOND DOWN SPOUT t CONDUCTOR G TOP BLOCK TO NF La_ BUCK OF h x 8 x Ib S►^GO N SMOOTH FACED (GREEN) (GREEN) BE SMOOTHED I FACED BOCK. !GREEN) BLOCK AREA - _- -- - -- -- - - - _ - - COPING - (GREE,0 ��_ --'r 4 i FACED. 3-I-QQ GENER.- .� I yt, --- ` CONTINUOUS GUTTER (GREEN) _' (GREEN) _-- © 8 x 6 x It, SMOOTH FACED DILL °� ( -+R, �•1 - REVISIONS BLOCK - PAINTED FOREST GREEN. . -- THESE BLOC�CS ARE NOT STRUCTURAL. IP -- - -:_���_�: :;"`� T= -. _-- -� _ , CED 5C�D:EF AND MAS BE REPLACED W/ STOREFRONT 2N �' ~ ~ v I -- ~' iTTy - �PATTT RN 0 OPENINGS TYPE WINDOW SYSTEM OR INFILL WOOD p - FRAMING W/ CEDAR SHINGLES. LOOK -1= y�_� - T-r---4--•._ � `' .`' _ ^ . �: 1« -r-- `1 I - TYP. (GREEN) ® 8 x 8 x 16 SMOOTH FACED INFILL T - ... ,1, - -,'_ `' F --,-- --- -r- t �_ .. �_�. SPL T F/-SED BLOCK-T`P, BLOCK - PAINTED FOREST GREEN. SMOOTH FACED rT��------� - '-1�--- - •-T-,- THESE BLOCKS ARE STRUCTURAL BLOCK RE �,.—T `• _-' ��� � --�'--�•;-�� (W►: TE, AND ONLY REPEAT THE INFILL PATTERN -- —. '`*` '1 �=- __++,, CORNER BLOrz CKS TO BE 8 x 8 x 8 51"'GG T ld FACED BLOCK - PA;NTED FOREST GREEN N N _ ---- ---- r _ _ _. _ - `F;-� - 5MOOTH FA,; SEE DETAi" ON PAGE 2.1 ;�j,-•- . -- _ - _ _ AT OPEN�1G r.E B ERSK I-ROVIDE SOLIDER COURSE PATTERN ABOVE -lam• __ _ `, -_ ,- _ T - '� fir+ o� - TYP. (GREEN) OPENINGS AS NOTED AAINTED FOPESTr"tisai, �.t- W. TOS' SiX COURSES OF BLOCK AT SECOND FLOOR OF OFFICE SHALT_ BE SMOOTH FACED. r T«4E TOP BLOCK OF WARE+•�OUSE WALL 5 x 5 DOWNSPUOT 8" SMOOTH FACED BLOCK 6" SMOOTH FACED BLOCK 8" SMOOTH FACED BLOCK (GREEN) w "INFILL" LOCATIONS AT INFILL PATTERN SHALL BE SMOOTH FACED. ST INFILL RN-(GREEN) _ TYP. (GREEN) (STRUCTURAL) EAST ELEVATION 1/a,.=1 -0.. I _ I 4.1 BI B A ROOF VENTS - GREEN n PROJECT• -- -- -- 4.1 CONTINUOUS VENTING RIDGE CAP DUNCAN L�11 I1 1 I 1 1 � HVAC UNITS (GREEN) _ g BUILDING SMOOTH FACED •� r�G`RR��>R BE���TAL ROOF 16135 S.W. 74tH f r BLOCK AREA P TIGARD, OREGON .-O INC (GREEN) FACED . . • , "� , X -..a.. , _ ,` :. >`-'�• •r _ '. •• +'" .Cai•�•. :�. ,- ' 1 +V ... � • � � " — '�t' L_- B OCK.4RFA Date: i _...• 1 ..".-�._-••--"-`+-"-•----r It ..�rr`'�_ :__ ' ..�--�-- -- --T�- -�--��:.��`:-`�-z: Scale: 1/8"=1'-0 Sr'10C'H FACE BLOCK - _Z__ STEEL BALCONY STRUCT - I' ` : .T; _ y: URE L �'• .��' �`r'- '' I D'awn b JDA w `+ j t• == 2ND (GREEN) II _ - rZ-J-`� - p � -- "� T.� --, - - ,y ��,._- L�~'? T�11T _-z,� Checked b _. : �'1..rt. -di1,r.:� iL z. '}':►o.._:l. .� r .y."' —r t s .._ ..I .�I �` °.SURFACE 1"1CJNTEp y: .,. �,►: . ',� 'tib - _ _ ,1. ., ...� ,T� -1 �LIc,NT� Job No.: 980214 Drawing No.: ELEV-P 0 x 8' SMOOTH FACED - - - �' - -: _ �-� __-__-...__. 1 --_ Q' 8" x 8' SMOOTH FACED- 1 _ • . T , �r 1 . .. m - t'�� OGK C•T COWERS . ., - -�- - - � r. r _ _ `•" BLOCK AT CORNERS - ,`r _ ?. �: i. =L,-�T TYP. - r, r�r T A ___ _ — -S'LL BLOCK -TYP. 6 W"OC-64 FACED BLOCK :1 -IL __ _ r _ - - © 11 S _ ..._... _.___ _ _ ,�_.� '•�T•_ ` � A' %F'LL PAtt��RN "�_��_ -_`..__�._ :_�- _. __-- -- b "INFILL" FACED BLOCK --- I' LL" LOCATIONS (GREEN) -_ T171 --- �`1t TYP. - --- - `---� '- - �, --•T ij rit LL vloil -- - --- --- --- ----------- -------------- - -------------- ------------------------------5 ------------------------ ---------- - - . -----_ -1?'X7-GARAGE DOOR (GREEN) 6" SMOOTH FACED BLOCK i w `INFILL" LOCATIONS a TYP. ( ELEVATKU9 'a ELEVATION NOB'TH ELEVATION d n 10. -0. SHEET a _ I ro m o 3 . 1 Y•' mm.l m 5 9... 10 11 12 I IIS 14 I 16 17 I I'8 `L... T P �� O c 3 4 5 6 I I, I,Ilil I„ I I,Illlli lily nnliinllllln��"yl IIIIIIIII111�11 tell (III II ilililgiiil 20 ' 21 2,2" 21324 2'5 ' 2 LEGIBILITY �Tr,, 6 27 28 29 30 1 01 4 NON( Oyl0&1 �Ja.1.�.�,,.i��!11I�1.i.1��.1.�.1111Ja� l �l.tl.tl.tla.1�. 'i.lltJ,L� 1�W.L1�1�1.tLt_�..lil>IIQ 'r ..... .:. w•yp..n.•.r+.M. »....+.rwwak R� X-."."�'R `�IXlSl1 '��"'-,�1!Tt!?'.t.'2�1. • !-,MW-"Ql�AMN!111Myl. .. .Mrv,n1Mw.M11_.►,.w.gn <r..M. w • ,... .; . r-w�MR!1p.R1�(AVR. MII•.�yq.� wrIPM.wwn..'bf•J«_..w1wf.M!n•...p..-. i -.. wr"s**IYenwttl101'p. tlMR►n4WMMi,1Yf4. ,: ., .w.M,rr..p,M„p/n•'•'rvr7.'.1.+wnY'w.�.,rMW'+r+.ewYNM.M- iw•w+Nes.M+.a••a1+wk+wn•�1•+er' +•w+"+IwMm+.�.+w...+nw +..a^rn.+y.1n.•r.rn xn.rt•1•n.rr•,.-•«.r+o•.wr,..,s.rw.r.,e.•..•o....w...�....r..,a.,.e>...••rv.+n».n,w ' 1 �I I 1 G and Construction Services Inc. AD — = L 9025 S.W. Center Street ' P O. Box 231,84 ® 9 G OL 11gord, Oregon 97223 T.♦ f A 1 yI ! ..i., •• . T' T - Phone: (503) 620-2086 !- 1 FAX (503) 684--3636 3 _ r J -- v • t r T -. ' -. Elm r Sillir' - I r. , -T �• , 1 . , .Z _ ` T'• .Yi . r 1 1 F 1 - - - T_ • - •f4 _—_ - - — _._ J � - s r .1' t T4 E ; ' •fr/� T.O. FIND. aD _ _ _ T.O. FN_D. 1 L-------- - - ---- -- ---- -------------- --- - -------_-------------- ------ ----------- ---------------------------------------------------- -- ---------------------—---- ----- '------ ------------------- ------------------- r - 111211, 1 111 32" 32 , WEST ELEVATION SOUTH EL ENATION cx SIM. N �y - f i"•, SIO - - -- - - - - - - - - REVI NS —� — zip r- -ri Itr .-1-yT .1 1 - - .2-- - - - -•- - - ......, - --- - •-- _ i r -. t r T- I -�.1 1 r•--r , go _. t . i oil 1 - -T � ..r � ' ! D Z.. T ./• �..Y � D ':,� 1�.• � :` r mill a..-. i T.C. PND. E TA. PND. r - E rqml ----- _------ ----------- -------------- -------------------------------_--- ----_----_----_---------------_------ ---_ --- = K _---------=-------------__--_------ -_« -_- --=------=------ ---=-----_=-----___-=_--== -__ E rl L „r 31 rr NORTH ELEVATION EAST ELEVATION I i C. M. U. N O T E S PROJECT: TYPICAL FIELD BLOCK OF 6 x 8 x 16 OA 5 BARS HORIZ. AT 4811 O.C.I. '. SPLIT FACED BLOCK, [�UNCAN K © (2' 3 BARS VERT. AT 32" O.C. BUILDING TYPICAL ACCENT BLOCK OF 8 x 8 x 16 T_ _ r _ L SMOOTH FACED BLOCKT_t161 3 5 S.W 7 4 t h © (2) S BARS VERT. AT OPENINGS TIGARD, OREGOrJ AND SHALL EXTEND 30" MIN. CORNER BLOCKS TO BE 8 x 8 x 8 SMOOTH PAST EDGE OF OPENING OR AS �, FACED E3LOC-IC - PA!'.'TED FORE4T GREEN NOTED. SEE DETAIL ON PACa� 2.1 - r '- y- 7__-. i..• ' J — _ © (2) 15 BARB HORIZ. AT OPENINGS Date: 2-3-99 AND SHALL EXTEND 30" MIN. _ PROVIDE SOLIDER COURSE PATTERN ABOVE PAST EDGE OF OPENING OR AS r -L T Z -- - Scaie: OPENINGS A3 NOTED - PAINTED FOREST NOTED � - IN 1T Y .� r•- GREEN. _ _ Drawn by: JDA QE (2) 'S 3ARS HORIZ. AT FIRST 1 �. ..` D Checked by TOP 61X COURSES OF BLOCK AT SECOND TWO COURSES. � �., - Yl - r r FLOOR OF OFFICE SHALL BE SMOOTH FACED- r _ D Job No.: 980214 n THE TOP ®LOGIC of WAREWJUSE WALLS lE WJ QF (2) I5 BARS VERT. - SEE DETAIL - C Drawing No.: ELEV—P T1 ra b/5.1 BENT BARS MAY BE SUBSTITU ED - r - SHALL BE SMOOTH FACED. FOR VERT BARS IF INFILL BLOCK 1' �. I IS NOT USED. SEE 3,9/5.1 -i rLl THE TOP 5 BLOCKS OF NORTH WAREHOUSE r WALL SHALL BE SMOOTH FACED. O BEAM SEAT - SEE L`_TAIL 1/6.2 _ `J>' ? r ,- -� PROVIDE (:,�"6 BARS AT TOP COURSE. -r' E RECESS G1'1.U. WALL AT EXTERIOR STAIRS AT AT WEST ELEVATION TO BE SMOOTH PAGED. TRUSS EMBED. SEE DETAIL 9/5.2 T.O. m _ _ ' ---------------------------------------------------- ---- --------- ------------------- L" 3 V2"♦ ANCHOR BOLT AT 4'-C" O.G. SEE DETAIL 1/52 QJ 3 ROWS OF -5 BARS AT SECOND FLOOR NORTH ELE-sA r*N LME. OW OF (2)Ob DARE - HORIZ AT a i CIP TWO CMRK OF WAREHOUSE � A60cc ft%W AND 6 LOWS AT NORTH WALL "o g OF WAREI.I000E. SHEETIL �m 3e2 Crr' -.yll IIII IIII ILI III II IIIIIIIIII IIII "iii I,I .' :iI LEGIBILITY STRIP o 1 I I I I IIIIIIIIIuIIIIlinlliinl illlluiljlllll i Omm.i cm 2 3 4 5 6 7 6 9 10 I I 12 113 114 I Id 17 19 19 20 21 22 23 24 2'5 26 27 26 29 30 O1 q NONI • IOL - - a.l.tl�1.111t1�.11J►J tlta I���t1�11�11t1 t1J1�1.I l�1 tl�.I� L�IJ�J1J�I L1►.)�11111J 1 t1��11 .1aJ�1�1 X1111 OZ ...'"' _. •rw•.wr., .+M . .................,,,...-+.....^x.a......n..w.ew.. rllR- -»-..-.•.+n+r.w.«r,.err.•-r, ....-nr••Nsww'*•s..ro»r...a.•++n+.r..r«+..-......n......r,.-..-..-n•.� +n+m•w,wr.........,,,- - ... „nrrlr+,.n..+R.A.euw.ww.w+nua+q,rh.,wl.rer.w,rmew»•r+•+hwrr+•.w.',»«:.,,"«e.e%+-+w••..,.,...,.ry +.,,.rr,.w,,,.,.....,.,en......,... r.---.•.r.aw..rM..r«•. Nr»rrn..y�r.", ..."re,,.....w..,.,.r.,.knw..w.-.!ws.e.,a,.n«.•,........-..»,...e.. •« ,.,....,,,...,...n..,..w.r-•.w»rr......+.Krr^n.vm.p.n.Mrw.«» e.nrn.,-w...e-.-.. ,.e».wll•.,rv-..M<ti..:,•..r..r,. .. :.. - �,c � ••fir,��. 4 1 s I � 1 I I ,and Construction Services nc. i 9025 S.W. Center Street ' P O Box 21`84 Tigard, Oregon 97223 ` A B `3 h'ANUF. TRUSS 503 Phone: 6 ( ) 620-2086 2086 ! .-- CONTINUOUS RIDGE FAX: (503) 684-3636 ! 1 / GIRDER TRUSS I VENT. -- ` MANUFACTURED I I TRUSSES AT 24' O.G. /'RIBBED METAL ROOFING 1 5/8" PLYWOOD I W/ R-22 P-�AT rg I --3/4" PLYWOOD W/ BUILT UP ROOFING 5' ----------- II 52 7 II I GUTI'ER •- SfCYLIGNT I I I CONTINUOS BUILT-UP ROOF SYSTEM �^ — I ' / R-22 BATTS 51 5.2 i l '• VENT - TYP. GL-LM E M. - TYP. 5 12 II II I �! 12 A 2 RIP 2x(v 51 51 51 51 1 1� i 5? 52 i0 51 FOR SLOPE AT COL J AT COL. At COL. AT COL. I O.N. I PL*f UrOOD_ OPEN WEB STEEL C' • JOIST • 8'-m" O.G. W/ PANEL S1'STE"1 ,` •• 5� -JOIST AT ?'-V O.G. GLU-_41`11 W/ R-3m BATTS 0)4V - ---------- - : "tE1'AL STAIR r 9 5-E5E 53 M. SEE r - T9. CCLI"1 T.S. COLUMN n 8 I 2 � _ 51 O.N • ,.t-• _ -`'b" CT-1U TYP, T.S. COLUMN i - n INFILL _ a CONCRETE FLOOR r' / (ELEV-138'-C") ` 7 I At It I i I EAST / WEST SECTION NORTH / SOUTH S.ECTV�IV REVISIONS: A C v8 . l I I i i 1 AJ B 3 2 MANUFACTURED RAISED RIBBE:; TRUSSES AT 24" O.C. METAL ROOF W/ R-22 BATTS-,, _ & L_,511 HVAC Ut`:�TS I ' 9 AT Ib O.C. ­11., � ,LT_ p ROOF SKYL IGS AYERS OF g•gTEM /- 2 DUNCAN *A" YPE "X" R-22 BATTS SUM 5NTG. AT COL. BUILDING 8 lm _ - - -_ �`-- _.-_ - - -_ ___ �� 116055 S.W. 74th , 11 r ' A R TI G D, OREGON OPEN WEB STEEL R-22 BATTS BEAM 12 • SEAT - 1 �'�EN WEB STEEL OPEN WEB S-EEL j J019 8 -m" O.C. � ,`\ ' �, 51 2N F `OR ad2xb A'' 2 -m O.0 ' AND PLYWOOD , � �`' � 'i _ I I GIRDER TRUSS J0�9T • 8'-m' O.C. = 1 r A I ;I W/ PANEL SYSTE` S+•+E ATi-r ING. - \0 16" JOIST �� 5/8" TYP. "X" -r-- ' AT ?4" O.0 GYP. BD BOTH - 51-L BLOCK - T` COLUMN QI Wi 11i SIDES. 1 2xb • lb 11 O.C. ; - (--7.5. COLU-N5 --"-i 1 T.S. COLUMN W/ R- i I b" CMU - TYP.�� c0 9 1/'1" PLYWOOD. I 0 • INFILL - I CONCRETE FLOOR 6" I �(ELEV■141'-O") • INFILL I a Date: •3 �n Scale: 1/8"=1'-0" Drawn by: JDA Checked by. Job No.: 97,6214 Drawing No.: _F-sect or - - p NORTH / SOUTH- BECI I I I SECTXM j a 1L S E E T _ I 3:0, nm o 491 I ' 1111illiIliilll,ll'IIIIIIiilJill 111111111111III 1111111111111111-il i 1111,1 LEGIBILITY STRIP O 2 3 4 5 6 9 10 1 I 12 13 14 16 17 16 19 20 21 22 23 24 25 26 2'7 28 29 30 Z I 1 1 O1 Q ' 4 MONI • 1 Ot _.--.�.1�,11L„�11.�11�1t�.1J1�1.11�111�.1.1.1111,1,1.�.11�.1�Il��llt�l.l.1,1. 1�11 �Jalll t I�I�.��11�.I 11.E I.�.ltl.11tla�.la�►.la.W.�la.�.l�l�t.l>.1.tltllwa.la.l�1.>.l�.l 1�.11.�1t.�1 .�.1��.�.U�.��W11.�I��oz i' ':pa1.r..IMMMl11i/.w+.TNMY.iMu�1111IF.._.r+M •. MMMIIO^n.•Mh'NM1�NRMfM.Mtlw.nM.wMM'MM✓�AMA 174�M9N/11M.MIIw/IY•4wAA',. .. ^PM VMMMR>+..Y '4'M.•11.ry/TIwIMV(w.h•T1.W.Y4 enY..Qrwr..eYM-►.+Y.+..nTM.w•..M-.-... w.ar..T_.—eM Yom.—.wM+MRw+M`. .uM.n-vww•n. r .n.n_ ry ..sa. .. N ..-.. . .W Mw... +w....e.. .. +n.n.. .. . ..wxawr. ,..r..w+.+-r-•,.«Y..w.w..•.. .err.+anw.....r..-w.+-_rr...mw.W «-r..w..-.+....w. ;.,,.r....T. T.. .-yen.Mw.w•+••w .rti .. +w-++r+...MN4;•rwa«w+ .. .r r A I T4_ 11 1 ; 1 1 5/8" TYPE "x" GYPSUl and Construction Sery;ces I^c SHEATHING, BOTH SIDES. TYPICAL AT WALL TO FOOTING 19025 S.W. renter Street ' P.O. 9oz 23784 1/2" PLYWOOD - 2 x 6 • I6" O.G. „ „ 2 x 6 • 24" O.G. (2r5 BARS • 32" O.C. W/ STANDARD r I e HOOK INTO FOOTING - EXTEND Tiga d, Oregon 97223 _ I 5/8 T`rPE 'X GYPSUM I SHEATHING, BOT+-I SIDES.�� SEE DETAIL BARB 30" MIN. INTO C.Mj. WALL. ! 1/2"0 AB. W/ l" M!N. EMBEDMENT 1/2"0 AB. W/ I" MIN. EMBEDMENT SOLID GROUT ALL CELLS AT phone: 503 620-2086 5/8" TYPE x" GYF':>uM • 48' O.C. OR 1/2"• HILTI KWIK • 48" O.G. OR 1/2"0 HILTI KWIK REBAR LOCATIONS. SHEATH!NG, BO'.a S'DEB. BOLT 1! W/ 6" MIN. EMBEDMENT BOLT II W/ 6" MIN. EMBEDMENT I'-2"_ ALTERNATE LEG DIRECTION !N 'N!CKENED EDGE i FAk: (503) 684_3636 FOOTING. 1-5EE DETAIL 2 • 48" O.C. • 48" O.G. --- 2 x b P.?. �-- 2 x 6 P.T. 1/ � 'S BARS • 24" OL --_ 'S BARS • 24" O.G. r r • FIN. GRADE 9u W L _ I s LO •F THICKENED EDGE (5) 'S BARS - CONT. • • SEE DETAIL 2 ►- S BARS • ,8" O.C. I �`' 04 BAR CON'. N; j / •5 BARS • 24" O.C. (2) 04 BARS - CONT. (2) •4 BARS - CONT. I j e. 3" CLR 3" CLR � _ „ e I 10 11NG DETAIL FOOTING DETAIL 7 4 FOOTING DETAIL FOOTING DETAIL I I I I I I f I , I f SIONS: (4) 3/4"o ANCHOR BOLT WALL BEYOND-- I I SAW CUT JOINT T.S. b x b x I/4"-- — W/ 9" EMBEDMENT i I I SEE FOOTING SCHEDULE i NON-SHRINK GROUT t 111j" •3 HOOKED BARS AT SEE DETAIL ■3 -OOKED 54R5 .: 3i1 3„ i REBAR PER �'1..AN FOR REBAR SIZE AND i i SLOPE FLOOR I/2" _ QUANTITY i AT DOOR LOCATION ,32O.C. O.C. .32 0.0 _— 36 i I LIN --- ' - F!N. GRADE - I 7 i I —i • W7- iI I ---1/2"0 X 16" SMOOTH (3) e5 BARS CONT, I • • • DOWELS • 48" O.C. i i i i C Z • 04 BAR CONT. I II OI I r (ONE END GREASED) _ 5 BARS • 18" O.G. r4 E34R CON-. n l i I (2,04 BAR CONT. ----�1 = ) I qp I I I I tv Z I II II F _ SEE DETAIL 3" CLQ_ 3, GLR ! --- -- - - PRC"E SEE FOUNDATION PLAN = DUNCAN , -_ * CONCRETE ANCHORS MAY BE SUBSTITUTED FOR A.B. -- 2' BUILDING USE 3/4"0 CONCRETE ANCHORS W/ S 1/2" EMBEDMENT$. I 16055 S.W. 74th DETAIL AT SLAB JOINT $ COLUMN / FOOTING DETAIL FOOTING DETAIL AT GARAGE DOOR FOOTING DETAIL ' TIGARD, OREGON j -m° r ■ r-m° 1° ■ r-m° i 1 , I I I I I I 2x6 AT 24" O.C. W/ I I CM.U. WALL BEYOND SI PLYWOOD EACH 1 1'� BICE _-- WALL BE`'OND CEDAR SHINGLES - I •3 HOOKED BARS AT � ^W - • c c ' II 1� o A.B. • 4'-m" O.C. 6" C.M.U. INFILL WALL---'� SEE DETAIL 3 e-BOOK. .. B=•R.i 4' Date: �" MIN. EMBEDMENT 32" O.C. r 32 ' Or- SILL C 36„ I 1 SILL FLASHING W/ END ( 8" CM.U. WALL 6EYOND 20 �m� DAMS. SET IN MASTIC- 2 x 6 P.T. 24.� THICKENED EDGE Ti-+IC<ENED EDGE Drawn by. JDA Ij _ SEE DETAIL 2 SEE DETAIL 2 I Checked b Y 2" CHAMFER AT INFILL WALL -- — Job No.: 9702'4 CONTINUE BARS =ROMI Drawing Na.: F'-dt —1 , CONTINUE BLOCK REINFORCING CONTINUE BLOCK REINFORCING--- _ C.M.U. WALL BEYOND -�` I THROUGH SLAB AT OPENIN638. THROUGH BLAB AT OPENINGS. 1 CONTINUE BOTTOM COURSE-----, • • • CONTINUE BOTTOM GO'.IRSE • • • ! • I • • OF 8" ®LOCK THROUGH OF 8" BLOCK THROUGH O�TID BLOCK BOTTOM�LCsi-4COURSE— OPEN INGS.-TYP. OPEN ING8.-TYP. OPEN INGB.-TYP. i SEE DETAIL FOCTING SIZE VARIES- SEE SHEET 2.2 FOOTING 517E VAR;EB- BEE SHEET 22- SEE DETAILAT e WALL DETAILS J - r SHEET go 12 g AL TE DETAL AT WALL I ya 4 _ g FOOTING DETAIL AT 3 FOOTING DETAIL AT OPENINGS 3 L I "m` • I'-0" w' 6 C'`'U INFILL W,4i-L5 I° V_v ,1, I'-m" l Cm I ,illllllllllllllllllllll;IIII,IIIIIIIIII!Illlill _.. ., LEGIBILITY STRIP 0 2 3 4 5 s 7 r3 9 10 I I 2 13 14 Is 17 Is 19 20 21 2'2 213 24 25 28 27 218 2® 3o lOmm.l Cm i el I I I 01 I I HONI 0 l OZ �t1t1t1 t1�1i�.��. tJ�J J�J t�i�.11�1i I.I�111 I I I.I IJI.l.I�.l L11111111.1 I 1 11.11 11111111,1111 l(I I I Ia LI I.�I_�l�,l I J11LL�1�I.�1.�J�LI�Jl.L��tZ, 03 e-_--+.•:,•1"IM�MMMM,'1mo,'.M'MImom" MN+�1.«w.nu.w:.:w^r.`wv,.�.•,...rti11,�/N +N„MPIINMMtMw.n-YWLM,w....W.«/.++rnwrw..i^w.,M.w^ ,�.-.... ^"v^-^n^'•",..,Y^' •_ .. .•, ••_ •• - pop 010I.R «+e.'wnN+..Mnr+R+..rvMM.s+�wr+.w.ww.+,e,.wew*-E.Ft++.w.wn,...... e.—.. sNRrtiX.kln,M•MM7MFR11f1>A!'+TMMN'YMMMMI'1 !MhA^' we+MSM ,r+w++Mw./-+M-A+Ir'ry1My "unTw+,wwWwa.w.l.s rw.w.w•••...wwtl�►MMMM�': r^ !M7Pl !AM'Y7"MM' ....«rv.... ,.....Awr.w.xrvrpw.w.« , ,ya Ul PLYWOOD SHTG. 300 BUILDING PAPER 2 x b • 24" O.0 1/2"o AE. AT 4'-0" O.C. N D T E. _ f WALL FLASHING --• � � STANDING BEAM MET � ROOF PANEL (GREEN) ALL ARIGNITECTURAL METAL J i (GREEN) I/I ' PANEL FASTENERS ARE TO �� , 3" x 3'' x I/4" R WASHER INOTALLED IN A PATTERN r ��'f n • and Construction Sery ces Inc. W/ 9/6"o HOLE At EACH ^ - WHICH ALIGNS INERT. AND �08d NAILS A' 4" O.C. COIL STRAP ���,_ HORIz. I --''` TRU98 SYSTEM � ' / � 9025 S W. Center Street ' P.O. Box 23784 3/4" PLYWOOD ��- - -------------- 1 AT 24" O.G. a TRUSS 9T STEM A- 24' O.C. hard, Oregon 91223 ' • SIMP60N C816 COIL STRAP - c� ` 11 1/151, JOIST is 24" OC: FROM C.M.U. TO END OF " 3/4" PLYWOOD ` SIMPSON H1 TIE AT 1 Phone: 503 620-2086 \\\ BLOCKED D I APNRAM.-�� / ) 22 0 APP 16" TJI BLOCKING CANT STRIP SET IN /2 o HILTI-KWIK BOLT ��_ 1 _— - CONT. MASTIC �� ' W/ 3 I/2" EMBEDMENT -� 2 x 2 CEDAR- 2 0 c� EACH TRUSS, FAX: (503) ti84-363E (SPL•CIAL IN"CTION�� 'l j ? _ CONT. PLYWOOD SHEATHING REQUIRED) �—I !/4" TIMBERSTRAND = I RECESSED LIGHTS ll CONT. 5OFF1T RIM BOARDVENT4' -------^-v- - -- (4 TOTAL) (GREEN) (3) 5/16"0 _ 43 BOLTS-EACs~ ' • I I x 4 TIG CEDAR--�� SIDE. PRE-DRILL -40LE5- - `I 3/4" EXTERIOR PLYWOOD. 8d / a SHANK■5/I(7"o THREAD5■3/16" I r - T 4 x 10 P.T. LEDGER e ----�"-�`- --�� ----- NAILS • b" TO BM.-STAGGERED- —GLU-LAM BEAM �'', �,�• ' 4 x 12 LEDGER ! • -' ----' 20 GA- METAL PANEL(C -N) �_� 4 I ^ ` -EMBEDDED BEAM 5E ',T AT `� I rib„ UNDER BREAK CORNER OF PANEL • ` 91MP50N L10 LI/4"" x 3" x 3" 8" LONG REFER TO DETAIL " " c� � �� • JAMB OF EACH OPENING � I REINFORCING ANGLE TO CREATE "DRIP" ALONG EDGE AND BUDDING CORNERS. W/ 13/16"o HOLE / ` ., -- I a BACKER ROD AND CAULKING _,l SEE BUILDING DETAIL BELOW. AT EACH JOISt SPACE / ,� • ' 1 FOR TYPICAL -=� 2" INFORMATION. :. 2 • y 3/4"0 A.B. AT 32" O.C. MAX. - lQli4" x12"x � •` ; <� 4 ! 4 t I 4" 4.I All r:, " In 77 b. 6' WITH (3: j 1 DBS TO PLATE , 5 BAR - 24 LONG REFER TO I 3/8"o HOLES a 2 METAL PANEL a L 4 x 4 x 3/8" - CONT. GLU-LAM BEAM DETAIL 1 -. . -3/8"0 HOLES- ��—BEYOND I - 3/8' , EACH SIDE. - - - °� TYPICAL WALL REINFORCING ER SIDE. 4 4 -_ '-Y- 4 FOR TYPICAL _ '� 1 3/4" 1 3/4" STPAGGERED --, j- ',*: , NFORMATION �9 ` AS NOTED. �. �I IQ3/8 x -1 5/8" I I 1 r b • 16" O.G. I A- BEAM CONN. - 3/16" 2" P.T. FURRING TO - C.M.U. WALL----�� ",, I X 1(d /'1 1 �� Y.O. CMU r: - R 4 x 12 x 3/8" • EA. A.B. ' � I: MAINTAIN PANEL —BEYOND ,' ' 2 3/8" /8' rt-2 3/8' W/ (U 13/ib"o HOLE a A.B. ELEVATION I . _ ',• 1/4" , : ; I OPENING �}-- 5/ BACKER-ROD-f 1/4 ;A126ex R8' rb� WALL TO FLOOR DETAIL AT STI AND CAULKING LEVATI SECTION LONG ARS 7 WARE LEDGER DETAIL AT STAIRS TYPICAL SOFFIT DETAIL 1 � 1 1/2" 1'-0" , 1/2" • 1'-0" 1 I I " 8" C.M.U. WALL 1 -- - 8 C.M.U. WALL SEE D AP"R,4GSIMPSON g �ANI pct E 3/4" PLYWOOD I � W/ !bd NAI-S - C_'NCH NAILS g 1,_8. 5.. 13/8`0 POLES W/ LOCAT ONS - F _� ALS HOLES 3 I12 �`- -- 1 1/4"o BOLTg-TYP. OCCURSPSON GSiB COIL STRAP (WHERE 3/4 0 RAMSET / REDHEAD 11 '1/8" M!CROLAM LVL BLOCK OVER -'/8' PL`"WOOD C IT OCCURS - SEE DIAPHRAGM PLANS) DYNABOLT SLEEVE ANCHOR AT SIMPSON LTT205 OPPOSITE SIDE I'-3" CUT TO 30" LONG W/ (9) SIMPSON 3/4'o RAMSET / REDHEAD NIO NAILS EA. END INTO JOISTS. W/ 2 1�1' MIN. EMBEDMENT. SIMPSON LTT22B TENSION TIE DYNABOLT SLEEVE ANCHOR REV'SIOVS: ' CATALOG NO. PN-3462 24" x 1!8 r-+ICK OF ,SCOL. OF T3 COL. 3/4 PLYWOOD SEE DIAPHRAGM PLAN FOR (3 1/2" MIN. EMBED.) .. SEE DIVISION 4 NOTES, LOCATIONS - FILL ALL HOLES CATALOG NO. �»N-34b2 / QL WOOD AT EA. SIDE 01= SHEET 22 FOR IMPORTANT NAILS 'HRH EA. 5'DE ND �- W/ SIMPSON NI0 NAILS JOIST WEB PROV DE k'10) Imd INFORMATION. 16" JOIST • 24" O.G. 20'-2„ ��� 3/4" PLYWOOD 1 \� / CLINCHED. I I � e e e . o e o e o/ 5 BAR - CONT. - 4 S BAR CON-. \ i I � i i SOLID GROUT 3 COURSES - _ AT FLOOR LEVEL. 3/4"0 A$. W/ 6" EMBEDMENT in I AT 32" O.G. a . . e . e I 1 3 1/8" X 15" GL-1-M BM. J W/ I" NAILER AT TOP - T W/ 300 BUILDING PAPER R \ I \ BETWN. BLOCK t BEAM 16" TJI HW JOIST AT 24" O.C. SOLID GROUT 3 COURSES ib" J015- • 24' O.C. I II 1/8" JOIST • 2411 O.G. AT FLOOR LEVEL. W/ 81P'P5ON "B JOIST I � ' --}Q I I/4" X 8" X 2'-6" W/ SIMPSON HB JOIST � ., HANGER. HANGER : 11 1/8' TJI SOLID BLOCKING J \\ 1 ' TYP. EA. SIDE AT SIMPSON CS LOCATIONS �. ' �� 3 '/s' x '5 CsL-L " gM. I PP'.iFCT: I �--TS COL. SEE PLAN-�., I \ 3/16 GLNGER. BEAM SIMPSON CSIS OILED STRAP \I 30" PAPER BTWN. -_LK. --- `� CUT TO 8'-2" LONG W/ (9) r? yy SIMPSON NIm NAILS INTO L = x 3 x 3/8 - GOVT. w/ � DUNCAN MICROLAM LVL AND N;O NAILS 1/4'o LAG SOUS AT 4 O.0 ' ! • 6" O.G. ALONG ENTIRE LENGTH BUILDING 1/4 NOTE: JOIST PARALLEL TO WALL OF STRAP INTO TJI BLOCKING NOTE: JOIST PERPEND'G.LAR TO WALL 16055 S.W. 74th COLUMN TO DETAIL g DETAIL AT SECOND FLOOR DETAIL AT SECOND FLOOR DETAIL AT 5 2 SECOND FLOOR T��AR�, OREGON I I I I/2" i'-0" NOTES: 1 Irl" ■ I'-0" NOTES: �" _ _0 1.) SEE WALL SCHEDULE FOR TYPICAL C.M.U. WALL REBAR 51ZE 1..1 SEE WALL SCHEDULE FOR TYPICAL CM.U. WALL REBAR 0)!ZE END OF BEAM I AND SPACING REQUIREMENTS. AND SPACING REQUIREMENTS. 1" I 1 -0" 3/4" kL ROOF SHEATHING NAILS PER ROOFING PLAN (2) IQ's ..6"x12"X4" W/ (4) 1/8"0 NAIL PER ROOFING PLAN � - -�--3 lit" - I 13/8''0 HOLES W/ �-- 1 I/4°0 BOLTS-TT P. 1 3/4' l_SL NAILER HOLES. LOCATE PLATE AT 30" 2" _ 5" 5' I JOIST AT 8'-0" O.G. 1 3/4" LSL NAILER D.C. (3 CONN. PER 8'-0" TRUSS SPACE). CONNECT TO 4x6 W/ o ROOF TRUSS W/ NA'LER (4) 10d NAILS EACH SIDE, PLYWOOD SHEATHING x b P.T. BLOCKING A-A % 3/16 /� JOIST LOCATION vARIE5. t OF 5 COL. I ! BETWEEN JOIST 4 x Iv BLOCKING In'' PLYWOOD IL IQ 1/4° x 6" x IZ" W/ (2) 1/2110 in Dote: ' _ .. _� o o _ I 5TUG9 AT 8'-0" O.C. '' � �' �\-� I � ,� .-le 1/4— I .` 3/16 V � Sccle: 1 1�2 —O //' }P1,x3"x51,' AT EA. I 26 -2" TOP CHORD -fRd S RO� IST. — 1 - _ _ _- _--_- -- -- - -- -- Drown br JDA = I I � I 1 '� - 1_1 _ - ---- -� TRU55 CsIRGER Checked �;y I \ T Job No.: 970 14 ( I 3/4"♦ A.B. W/ 10" MIN. •� � I I EMBEDMENT • 36" O.C. :., 3/16 3 ( 1/4 „ 1 � _ 3/41,x1'-21,x1 -2" . (3 PER b x b) +.1 .. 2 - I I I `� Drawing N,,.. P—dtl-2 I 5 BAR - CONT. I 1, \ 3/4"0 50-75 - _- - TRU85 GIRDER ' \ 1 f � 2 Rl�.l!°v OF Bd NAILS AT 4x6 NO. 2 NAILER BETWEEN 1 , 1 IQ 1 I/4 X S" X 1'-m" i i I ROOF JOIST. ' I I b" O.C. EA. ROW - STAGGERED. TYP. EA. BIDE � � --- t9 COL. SEE PLAN 3/16 13/4" L5L NAILER PLYWOOD SIMPSON I - \ -` - - i i IE 3/4 x6"xb". CONN. BREATHING NU26TF OR - -- --- -Y_. ____�______� 1 TO TRU58 GIRDER RACE OF WALL ROOF JOIST At HU46Tf JOIST TYP. PER MANUF. REQ O.C. HANGER BOTH 3!161, 2"R's _14' - 1 l2I !E'• 1/9°x "X4" W/ l4) 1/8"0 I 2 x b OR 4xb I 1 HOLES. L ATE PLATE At 30" ` _T.S. COLUMN ��■ t�'� QQ a 91JE! PURLINS AT DETAIL A-A I O.C. (3 CONY. PER V-D" TRUSS V� I AIW I t cc o 2'-0" OC. TRUSS GIRDER SPACE). CONNECT TO 4xb WV ra n (4) IDd NAILS EACH BIDE. SHEET Na r12N COLUMN TO BEAM DETAIL 9 JOIST TO WALL TO C1IRDER CON#�ECTIONr3--s\ - - I mla 11/2" . I'. " SOOLUNIAN TO ORDER DETAIL I - 11/2" I'-V 5 2 Cm IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII'-"11111111IIIII11111111 Illlillllllli lul IIII IIIIIIIII IIII I ! 1 I,IIIIIIIIII LEGIBILITY STRIP 0 I 2 3 4 5 8 7 8 9 10 1 1 12 13 Ia 1 18 17 IB 19 20 21 22 23 2l4 25 26 27 29 29 30 iOmm.ltm ZI 1 I pl � NOMI � IOL �111�1 ill 1 ilil�1111.�1�a l 11 l lil lit -1�1�1 il�.111�J a1�.W!!J.LlLLW11 .l.LaL11� �, 1�W ' �J.�1�1 1�1�1-tJ I la Lt I�J 1 Hila 1.1-1�1�1�J . 0Z �,�� a.l t1��l1.1i111�.1�.1J�l�l1J.11�1,i.W.�l>.��1l.il l l�(�.1�1.1 ll l I� " - - ,q..,,,,•M,,•,r,w.w,........w.,.•......,•.»q..".A1..w+.W.,a• iN .,M+ .,,,"„wMe ,,....,.. �'M• •'4T•'Nq"-M.IM?Mlik.+A1.11r",IIMNA■. WM.•�+W.MM■IMN.!WI.N"MMMFaM1M1".\•I+SMF^MM'M".•MM"MiMM'1AAM1 ....�. 'M MVuMSW+•MM„+r. .. "wry-1•.n-.-+rrn•Mf,+wn-•-M'"o.hM�M!MMR�Irrw#M✓--R•-+:l/+.MMi �VI� ANI C -A V Ar L If JL JL an Construction Services Inc. 9025 S W. Center Street P.O. Box 23784 Tigard, Oregon 97223 NOTM Phone: (503) 67.0-2086 -T- - . I I If T_ I FAX: (503) 684-3636 7-L THIS DRAWING 15 INTENDED AS A GUIDE FOR THE STAIR T.S. COL 77Z� -1 THIS AND BALCONIES. NOTE ALL MODIFICATIONS FROM _T 1 1/2"0 TUBE GUARDRAIL . I DOCUMENT CIs; THE SHOP DRAWINGS. T- #..,1 1/2"0 TUBE GUARDRAIL ­7ABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR I H 7- 7- T.S.TCOL. I : ENGINEERING AND CITY OF TIGARD APPROVAL BY NICOI_ A _.T A. -YA ALL MATERIAL SHALL BE CLEANED, ETCHED AND PRIMED. -1-4 ALL WELDS SHALL BE 1/4'' FILLET WELDS UNLE55 NOTED 'V� 4" O.G. OTHERLUiSE. T`_ 7 1 -7- 7, AIRCRAFT CABLE ALL SHOP AND FIELD WELDS SHALL BE PERFORI-IIED T —L-7 T- IRCRAFT CARL r_ 2 Q'-QD Ah r 7 T. 0 4 0!--. 7- BY CERTIFIED WELDERS AND INSPECTED BY TESTING 7- 7 AGENCY. -_.__L L I'. I DECK FRAGRATINGTHE GRATINAT THE LANDINGS AND THE PRECAST STAIR 7­L _.L_ TREADS SHALL BE DESIGNED TO SUPPORT 100 P.6,F. TA COL. __T - 1 5! . - , I ALL WELDS SHALL BE UNIFORM AND CLEAN ALL SHARP !RES 12 31-x000 ------- EDGE'S OR. WELD "SPLATTERS" SHALL BE RE!,`�OVED. 7 7 4 - - STAIRS SHALL '-IEET ALL O.S.S-C REQUIREMENTS. 7 --- --- L 7 7 E STAIR J_ 7- `7­ T � ' _ ___ - - --- -* r _i-._T"I_T RISERS AIIIiD NOSING: L 7 -NO OPEN OPEN RISERS ALLOWED -NOSING5 5HALL BE FLUSH AND ROUNDED TO A RADIUS OF C C 7—- I I I _-J`--T_ - I 0-r- I . 1/2'' MAXIMUM. RISERS SHALL BE 5LCl::lED, 7 C FRAME -7 -RISERS SHALL BE SLOPED, OR THE JNDERS!DE OF THE N051W-3 SHALL ­4AVE AN ANGLE OF NOT LE55 THAN 600 FROM 77 THE HORIZONT 7 -NOSING 5+-ALLPROJECT NO MORE THAN 1 1/2, STAIR NOSING _4� TREADS SHALL HAVE A 5LIP-RES15TANT SURFACE. HANDRAILS: __T -HANDRAILS SH4LL BE LOCATED AT BOTH SIDES OF STAIRWAY.4 Y -HANDRAILS SHALL EXTEND 12" BEOND THE TOP R15ER5 GENERAL RE, /!510NS AND 12" PLUS THE WIDTH OF ONE TREAD BEYOND T"E 13,0770111 RISERS. AT THE TOP, THE EXTEN51ON 5H4LL BE PARALLEL WITH THE FLOOR OR GROUND SURFACE. AT THE 50T�0111, THE HANDRAIL REVISIONS. CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER. THE REMAINDER OF THE EXTENSION SHALL BE HORIZONTAL. (ADAAG FIG. 113) -------------j -CLEAR SPACE BETWEEN THE HANDRAILS AND THE SHALL BE 1 1/2". THE TOP OF THE HANDRAIL GRIPPING 5uRF4CE SHALL BE STAIR ELEVATION BETWEEN 34" AND 38" ABOVE THE STAIR NOSING. ABALCONY ELEVATION -A CLEAR SPACE OF I I/2" SHALL BE LEFT BETWEEN THE HANDRAIL 114" C 1/4" ■ 1' 7 AND OBSTRUCTIONS. EAST BALCONY OPPOSITE HAND -0END OF THE HANDRAIL SHALL RETURN TO THE FLOOR, WALL OR 3'-4" POST. THE INSIDE HANDRAIL ON SWITCH BACK SHALL BE CON'INL4OUl;. -GRIPPING SURFACE SHALL BE UNINTERRUP'ED . all 77777771�_ _-T GUARDRAILS: L I_ 11 _T__T -GUARDRAILS SHALL NOT BE LESS THAN 42'' IN 51M, I I HEIGHT. 3 1 . I I 1 7 1 Lm20 - ..._.­ ;ELI@ 15 SECCM FLAXR -INTERI"IEDIATE RAILS SHALL BE 4" MAX. O.C. Sim.. V. PROJECT: A-A R.M i DUNCAN 2IR PLAN - D 1/4" 1'-011 BUILDING 16135 S.W. 74th TIGARD, OREGON T.S. 3x3xI14" It T__ 0 _T 0 0 TE T.S. 3x3xl/4 T.S.- 3x3x]/4 —T,S. 3x3xl/4" r UP 3 (0 LEVELING NUTS 3 EL 1"0 BOLT EL-15 Sim. NON-"INK S 13.4 CNA "t "CLE -7 T_­ I 0 0 GROUT 1 1/2 -SxII III? UJ/ lL3x3xI/4" CONT. 4 SIDES -0 OK� —3/4"10 ALL T"RED .-Up AM ON (4) S/16"# HOLES --FE 'Bxl2XI/2 U)/ BOLT (4) 9/I6"o HOLES ex12XI/211 T LU/ V_ (4) 9/16"0 HOLES 1/2" HILTI KUJICK BOLT 1/21, 1 1,12.1 W/I EMBEDMENT 13 TWAD6 0 11" 4' 2-3--99 B Date: BASE DETAIL LANDING DETAIL r5 ALCONY CONN. DETAIL "cale: AJ NOTED K""I, LA DETAIL r_% 41 N.T.S. N.T.S. I — Drown .M.U- PER Drown b)r JDA �NOTE: CONECT CHANNEL T0 C Checked by: DETAIL 6. CONNECT TO CM.U, AT 3 PLACES ALONG LANDING LENGTH AND Job No.: 9 70 214 EFF F_ 2 LOCATIONS AT SIDE OF LANDING. L - TOP Drawing No.: P-Stars r; AND lill 20 — QV"M MOM BOT. 3AA PRECAST TREAD W1 CAST ELv0V EMBED L 9xXC1-IANNEL 3x3xl/4" TA. -------------------------- —TS, 3x3xl14'' GRATE UP 1 1/2 SxXC14ANNE r_z 4 L5x3xl/4" C-C 2x2xl/4"L 114'11P - CONT. 4 SIDES' W Mora 0 44 3'-2'! 111 3/16" VI-3" I"• E30LT 2" 13 x 13.4 CHANNEL STAJR BALCOW 3/16' 2" 1 M7ALS <CO 3c, STAIR RAN 2 TYP. CORNER DETAIL o' TREAD DETAILS LANDING,;/BALCONY SHEET 6 Ina- N.T.S. N. CONN. DETAIL 5e3 . .LEGIBILITY STRIP 0 1 2 3 4 5 6 7 8 10 111 112 113 1 1 4 0 185 17 1 9 19 20 21 22 iIi123 24 25 28 97 28 29 30 0 0 owl "ImI Not!-Amm"pA"I,