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Plans (6) 3 ' P2117 - 10026 RECEIV ,D C M 25' - 5" JUN 2 7 201] / U �FT 18' _ 5" $ LDG,RD CORTLANDG OmSION MORGAN 3 ARCHITECT A3.5 711 N. FIELDER RD. ARLINGTON,TX 76012 817/635-5696 9, - 2,E FAX:817/635-5699 ' 5' _ 8" 3' - 6" OWNER: POLYSTYRENE TRIM TO MATCH SURROUNDING PORTALS .6ftrkt orks / / illtrk'1/4. V • • EXTERIOR SIGNAGE BY VISIONWORKS VENDOR Vi5101;�EYPROPERTIES, OU TEO I SST.INc. • [,: , h 4 tv ~ SAN ANTONIO,TX 78205 to: 2101524-6827 FAX:210/524-6522 EXTERIOR LIGHT FIXTURE - SIMILAR sPrr WINONA REESE #5254-WL-26 OR 16 ' ' \ m_ 3' - 6" [7/ O b €0 / 0 , DC AI imai 1 DC B 82 - 28 1 ILI • IX IV PLASTER OVER `� FRAMING, PAINT TO MATCHSTUD 0 ADJACENT FINISH TENANT 0 V) in ZCCc� © o N b - r ,} N i- ZN. t5 p o, -= N h Z _ _ - Q = ❑ _� _ - _ L-- STONE BASE TO MATCH SURROUNDING BASE ) ;a t __ f/r A - \ \ \ ' liMi , _ \ I— O N CZ \- ! ELEVATION N 3/8" = 1'-0" (/) O PROTAL NC m_ 0_ ® 114" = 1,_0" Lk 0 o 0 z • _o NO CHANGE TO EXISTING ROOF7 NEW POLYSTYRENE TRIM METAL PANEL FASCIA TO REMAIN 1/8"SLOPED 24 GA PAINTED METAL COPING Nhh.. \— (114 DRIP SCREED 1cc EXTERIOR PLASTER ON7 f O G IOSL3--1.a- 1 REVISIONS METAL LATHE 0/ 1 WEATHER BARRIER 0/ EXTERIOR GYP, /10/4 LI 64.1 v../456 ISSUE DESCRIPTION DATE SHEATHIN �``� FACADE PROPOSAL 02/28/17 Crd (�J�� :3:1;44.01111:9fvk2-1Trial . Plans �tDate / 3' - 6�� / REVISION 5' - 8" , , OFFICE COPY STONE CAP & BASE TO MATCH CITY OF TIGARD Lr ADJACENT TENANT Approved by P ann'ng Date: a Initials: Ls PORTAL a _ - RECEIVEDSHEET NUMBER JUIN 14 2017 CITY OF TIGARD O '- " PLANNING/ENGINEERING A3 . 5 3/8" = 1 0 1 - STRUCTURAL NOTES DIVISION 4 - MASONRY (NOT USED) vLmK VISIONWORKS - VLMK JOB #20170292 DIVISION 5 - METAL' CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM DIVISION 1 - GENERAL SOILS AND FOUNDATION SUBGRADE: COMMENTS DURATION INSPECTION AGENCY ENGINEERING + DESIGN A. GENERAL ' A. GENERAL A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED AND ERECTED IN ACCORDANCE WITH THE FOOTING EXCAVATION AND COMPACTION P GEOTECHNICAL 3933 SW Kelly Avenue Al. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE LATEST EDITION OF AISC STANDARDS. CONCRETE: Portland, Oregon 97239 GENERAL NOTES TO THE EXTENT SHOWN. B. MATERIALS A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB 503.222.4453 B.1. LIGHT GAUGE STEEL 16 GAUGE AND HEAVIER SHALL BE FORMED FROM STEEL OF ASTM A1003 ST5OH COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH ARCHITECTURAL, VLMK.COM MECHANICAL AND ELECTRICAL DRAWINGS. NOTIFY VLMK ENGINEERING+DESIGN(VLMK)OF ANY WITH(Fy=50 KSI). LIGHT GAUGE STEEL 18 GAUGE AND LIGHTER SHALL BE FORMED FROM ASTM A1003 FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LAB DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. ST33H WITH(Fy=33 KSI). DETAIL AND FABRICATE LIGHT GAUGE STEEL PER AISI STANDARDS. C. POST-INSTALLED ANCHOR BOLTS: POST-INSTALLED ADHESIVE ANCHORS,RODS AND DOWELS IN PER ICC EVALUATION REPORT A 3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF P TESTING LAB T VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES C.1. UNLESS A SPECIFIC ANCHOR PRODUCT IS NOTED IN THE DRAWINGS,POST-INSTALLED ANCHORS MAY CONCRETE SEE NOTE 5,ITEM A RELATED TO JOB SITE SAFETY PRECAUTIONS,OR TO REVIEW THE MEANS,METHODS,TECHNIQUES, USE ONE OF THE ANCHORS LISTED BELOW FOR THE REQUIRED TYPE AND BASE MATERIAL. OTHER POST-INSTALLED EXPANSiONIWEDGE ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF THE ENGINEER. SEE NOTE 5,ITEM A SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS LIMITED TO THE DESIGN C.2. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. , OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. C.3. NOTE THAT ADHESIVE ANCHOR INSTALLATION TEMPERATURES AND CURE TIMES VARY BY PRODUCT. POST-INSTALLED SCREW ANCHORS IN CONCRETE PER ICC EVALUATION REPORT P TESTING LAB A.4. WHERE REFERENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSUE SHALL CONSULT MANUFACTURER LITERATURE FOR SPECIFIC REQUIREMENTS. SEE NOTE 5,ITEM A APPLY. C.4. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE IN DRAWINGS. COLD-FORMED STRUCTURAL STEEL FRAMING: A.5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK C.5. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE(IBC)AS OTHERWISE IN DRAWINGS. _ MATERIAL VERIFICATION,INCLUDING FASTENERS P TESTING LAB AMENDED BY THE STATE OF OREGON(2014 OREGON STRUCTURAL SPECIALTY CODE)AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. C. ADHESIVE ANCHORS: FRAMING MEMBER SIZES,THICKNESS AND SPACING P TESTING LAB A.7. DESIGN CRITERIA: BASE MATERIAL PRODUCT REPORT# A.7.a. ROOF SNOW LOAD(PER IBC 1603.1.3) CONCRETE SIMPSON SET-XP EPDXY ADHESIVE ANCHOR ICC ESR-2508 SPECIAL INSPECTION PROGRAM NOTES: • FLAT-ROOF SNOW LOAD (Pf) 25 PSF CONCRETE SIMPSON AT-XP ADHESIVE ANCHOR IAPMO ER-263 CONCRETE HILTI HIT-HY 200 ADHESIVE ANCHOR ICC ESR-3187 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. A.7.b. WIND LOAD(PER IBC 1603.1.4) C=CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE WORK REQUIRING SPECIAL ULTIMATE DESIGN WIND SPEED (Volt) 120 MPH CONCRETE DEWALT/POWERS PURE 110+EPDXY ANCHOR ICC ESR-3298 INSPECTION. NOMINAL DESIGN WIND SPEED (Vasd) 93 MPH CONCRETE DEWALT!POWERS AC100+GOLD ADHESIVE ANCHOR ICC ESR-2582 P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK RISK CATEGORY II C.7. EXPANSION ANCHORS: REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. WIND EXPOSURE B BASE MATERIAL PRODUCT REPORT# A.T.C. EARTHQUAKE DESIGN DATA(PER IBC 1603.1.5) CONCRETE SIMPSON STRONG-BOLT 2 WEDGE ANCHOR ICC ESR-3037 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: SEISMIC IMPORTANCE FACTOR (Ie) 1.0 CONCRETE HILTI KWIK BOLT TZ ANCHOR ICC ESR-1917 ENGINEER: VLMK ENGINEERING+DESIGN RISK CATEGORY II CONCRETE DEWALT/POWERS POWER-STUD+SD2 ANCHOR ICC ESR-2502 GEOTECHNICAL: TO BE DETERMINED MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=0.977 S1 =0.425 C.8. SCREW ANCHORS: TESTING LAB: TO BE DETERMINED BASE MATERIAL PRODUCT REPORT# TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION SITE CLASS D AGENCY SHALL BE AN ACCREDITED,APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT,NOT THE • DESIGN SPECTRAL RESPONSE COEFFICIENTS Sds=0.723 Sd1 =0.446 CONCRETE SIMPSON TITEN HD SCREW ANCHOR ICC ESR-2713 CONTRACTOR OR SUB CONTRACTOR,PER I.B.C.SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK SEISMIC DESIGN CATEGORY D CONCRETE HILTI KWIK HUS-EZ SCREW ANCHOR ICC ESR-3027 ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE D. WELDING COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR A.8. MECHANICAL EQUIPMENT,MECHANICAL AND SPRINKLER PIPING LARGER THAN 2 INCHES IN DIAMETER OPERATION REQUIRING SPECIAL INSPECTION. OR ANY OTHER ITEMS PRODUCING A HANGER OR SUPPORT LOAD OF OVER 50 POUNDS SHALL BE HUNG D.1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. 1 BY A SYSTEM APPROVED BY VLMK. ANY HANGER OR SUPPORT PRODUCING A LOAD OVER 200 POUNDS CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY SHALL HAVE ADDITIONAL FRAMING INSTALLED TO TRANSFER THESE LOADS TO THE MAIN STRUCTURAL ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE 3. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE,BUT ARE NOT LIMITED TO: BEAMS OR WALL UNLESS OTHERWISE APPROVED. FIELD WELDS TO AID ERECTION. A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT,PROVIDED BY THE LOCAL A.9. WHERE REQUIRED,SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT,SPRINKLER E. COLD-FORMED STEEL STRUCTURAL FRAMING JURISDICTION. PIPING OR OTHER NON-STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND PROJECT NAME E.1. ALL PRODUCTS ARE TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, ACCORDANCE WITH CHAPTER 13 OF ASCE 7-10. STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY MANUFACTURERS ASSOCIATION(SSMA). INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT `, A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. THEN,IF UNCORRECTED,TO THE ENGINEER AND TO THE BUILDING OFFICIAL. V I S I C7 N W O RKS ICC REPORT(ESR-3064P). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,ARCHITECT, A.10. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE VISIONWORK E.2. COLD-FORMED STEEL FRAMING SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C754. ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED PARTIES),IN A TIMELY MANNER,AS ESTABLISHED AT THE PRE-CONSTRUCTION PROJECT LOCATED IN PORTLAND,OREGON. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A MEETING. LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE,OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. E.3. STUDS TO BEAR ON FULL WIDTH OF TOP AND BOTTOM TRACK. D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS c A.11. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT. VLMK WILL E.4. UNLESS OTHERWISE NOTED IN DRAWINGS,STUD SPACING TO BE 16 INCHES ON CENTER. INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS REVIEW AND MARK-UP ELECTRONIC SUBMITTALS IN PDF FORMAT OR A MAXIMUM OF THREE HARD E.S. WALL COVERING MATERIALS AND ATTACHMENT TO BE PER IBC CHAPTER 25. AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. COPIES OF SUBMITTALS.THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MARK-UPS IF E.6. GALVANIZED COATING TO BE G60 MINIMUM. ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE REVIEWED AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS.ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE E.T. CONNECTIONS: 4. DUTIES OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED TO: CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED,SHOP E.7.a. UNLESS OTHEWISE NOTED IN DRAWINGS,USE#12 SCREWS(16 GAUGE AND HEAVIER),#10 A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION. 10104 SW WASHINGTON DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: SCREWS(18 AND 20 GAUGE)AND#8 SCREWS(22 GAUGE)TO CONNECT COLD-FORMED STEEL B. ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED AND INDICATED TO A.11.a. CONCRETE MIX DESIGNS. FRAMING.SCREWS TO BE SELF TAPPING AND DRILLING FROM ONE OF THE FOLLOWING: BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. SQUARE ROAD A.11.b. ALL REINFORCING STEEL STEEL STUD FASTENERS REPORT# C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. PORTLAND, OR 97223 HILTI KWIK-PRO SELF-DRILLING SCREWS ICC ESR-2196 D. MAINTAIN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. DIVISION 2 - SITE WORK ITW BUILDEXTEKS SELF-DRILLING SCREWS ICC ESR-1976 E.7.b. PLACE SCREWS WITH MINIMUM SPACING AND EDGE DISTANCE OF 3 SCREW DIAMETERS, 5. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY THE I.B.C.: . UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE MINIMUM LENGTH FOR SCREW TO A. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE INSPECTED AS FOLLOWS: A. GENERAL PENETRATE BEYOND FASTENED MEMBERS BY AT LEAST TWO FULL DIAMETER THREADS. A.1. REMOVE ALL ORGANIC MATERIAL AND TOPSOIL FROM AREAS UNDER THE FOOTINGS. E.7.C. POWDER ACTUATED FASTENERS(PAFs)TO BE USED TO CONNECT COLD FORMED STEEL 1) PROVIDE'CONTINUOUS'OR'PERIODIC'INSPECTION AS INDICATED IN THE SPECIAL INSPECTION TABLE(THIS SHEET). INSPECTIONS • ARE TO BE IN ACCORDANCE WITH THE MANUFACTURER'S CURRENT PRODUCT EVALUATION REPORT AND INSTALLATION - A.2. PER OWNER'S DIRECTION,DESIGN SOIL PRESSURE 1,500 PSF LL PLUS DL PER IBC GUIDELINES. FRAMING TO CONCRETE OR STEEL TO BE ONE OF THE FOLLOWING: INSTRUCTIONS. A.3. ALL FOOTINGS TO BEAR A MINIMUM 18 INCHES BELOW FINAL GRADE ON FIRM,UNDISTURBED SOIL OR POWDER ACTUATED FASTENER(PAF) REPORT# 2) A COPY OF THE EVALUATION REPORT AND INSTALLATION INSTRUCTIONS ARE TO BE MAINTAINED ON THE JOB SITE. ICC EVALUATION APPROVED COMPACTED FILL. NOTIFY VLMK BEFORE PROCEEDING IF ANY UNUSUAL CONDITIONS ARE HILTI X-U UNIVERSAL KNURLED SHANK FASTENERS(0.157"DIA) ICC ESR-2269 REPORTS ARE AVAILABLE ONLINE AT WWW.ICC-ES.ORG,AND IAPMO EVALUATIONS REPORTS ARE AVAILABLE AT WWW.IAPMOES.ORG. ENCOUNTERED IN THE FOOTING EXCAVATIONS. POWERS 0.300 HEAD DRIVE PINS(0.145"DIA) ICC ESR-2024 3) WHERE PERIODIC INSPECTION IS ALLOWED: k4. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL • THE SPECIAL INSPECTOR MUST BE ON SITE INITIALLY DURING ANCHOR INSTALLATION TO VERIFY MATERIALS AND PROCEDURES AS REQUIRED BY THE EVALUATION REPORT. DIVISION 6 - WOOD (NOT USED) • SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL ARE DIVISION 3 - CONCRETE AND REINFORCING PERMITTED TO BE PERIODICALLY INSPECTED. REVISIONS • A NEW INITIAL INSPECTION SHALL BE MADE FOR ANY CHANGE IN PERSONNEL PERFORMING THE ANCHOR INSTALLATION OR ® DATE DESCRIPTION A. CONCRETE MIX/MATERIAL CHANGE IN THE ANCHOR PRODUCT BEING INSTALLED. • FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD,THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO A1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER CONFIRM CORRECT HANDLING AND INSTALLATION. IF DISCREPANCIES ARE NOTED,CONTINUOUS INSPECTION SHOULD BE TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS PROVIDED FOR ALL SUBSEQUENT ANCHORS. SPECIFIED IN ACI 318. PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BE USED. CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. 4) ADHESIVE ANCHORS IN CONCRETE SHALL ADDITIONALLY CONFORM TO THE FOLLOWING: • CONCRETE IS TO HAVE A MINIMUM AGE OF 21 DAYS AT THE TIME OF ANCHOR INSTALLATION. A2. MINIMUM MIX REQUIREMENTS: LOCATION MIN.COMP. SLUMP MIN.CEMENT ADMIXTURES STRENGTH (a) CONTENT FOOTINGS AND STEMWALLS 3,000 PSI 0"-5" 470 LB NONE (a)- SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. • A.3. USE TYPE I CEMENT,PER ASTM C-150 UNLESS OTHERWISE APPROVED. k4. AGGREGATES PER ASTM C33. USE 3/4 INCH MINUS UNLESS OTHERWISE NOTED OR APPROVED. STRUCTURAL OBSERVATION - A.5. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. / A.6. SLEEVES,PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE SUBSTANTIAL COMPLETION OF STEEL FRAMING P ENGINEER UNLESS EFFECTIVELY COATED. B. REINFORCING STRUCTURAL OBSERVATION NOTES: B.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN ADVANCED OF B.2. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE REQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. - RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR ,c10)C T U fi)4 AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. 5 .gyp PROFFS 4 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET err �,,� N . s+ STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY REPORTED DEFICIENCIES e'+�/� ' e.. y WHICH HAVE NOT BEEN RESOLVED. ,� �/� t,r: 8 .....E tREGO(41i N 3,')'O , . K OA' 05-24-17 CO EXPIRES: 06/30/2017 j o) n 0 - DATE N MAY 2017 Lo3 SCALE Q. AS NOTED 20 00292 toz a DRAWN CHECKED z S. . KDR KMK co IllI - 0 z STRUCTURAL NOTES AND o co SPECIAL INSPECTIONS N (3) C r-- 7:3 O 7; i illi I§ 17...-'w*'^'• "' gr _ ,_. ca SOs0. PERMIT SUBMITTAL VLMK ENGINEERING + DESIGN 3933 SW Kelly Avenue Portland, Oregon 97239 503.222.4453 VLMK.COM 11I r-F= r 6001150-33 1 VLMK iitI I i t t1 ENGINEERING + DESIGN 44I t4I i I I I 1 I I 1 1 1 i I i ' 1 1 3933 SW Kelly Avenue 1 11 1 11 - 1 11 1 ' ' 1 ' 1 1 ' Portland, Oregon 97239 1 1 1 1 i I i I I i 1 I i 1 I i 1 1503.222.4453 • I I I 1 - I I 1 I I 1 I I VLMK.COM I I 1 I 1 I 1 I ' I 1 I I I - II 11 1 ' 1 1 1 I ' 1 11 1 I ' 1 Ir 1 11 II 1 I I 1 1 1 _ I I I I 1 I I I I I 1 1 1 ! I I 1 1 • I iI i 1 1 r 400T150-54 WITH(2)#10 x 3" 1 I ' ' WOOD SCREWS AT 16"O.C. ' 1 • EXISTING 2x4 STUD WALL INTO EXISTING TOP PLATE 1 I I I I I I EXISTING ROOF SHEATHING 1 I ^' 400T150-33 WITH(2)#10 SCREWS Cp 1 I l�r 1 I a rte. AT EACH STUD I I EXISTING ROOF JOISTS 1%l✓ i 1 - ='r I 0 1� -- � I 0 I _-- I (� I !i� 1 l 1 ,,.,i"��r I I .^:r'�'�r� I 0 I �'`�.��'' 4005162-43 AT 16"O.C. 'r NOTE: I I 1 --%'` NOTE: iiik - I 1 1 -- I ,I - SEE DETAIL Mk FOR I I =' SEE DETAIL FOR 1 1 1 MORE INFO 52.0 1 I -,-' \ '��- MORE INFO 52.0 I 1 -- �� -;.------------- 1 -- 1 I ��'r 1 1 �� - 1 1 1 I ��► I 1 1 I `� 4001150-54 WITH 2 #10 x 3" --- 1 I I I ' 7. WOOD SCREWS (2)#10 O.C. I I �'�- [ I 6001150-33 WITH(2)#10 SCREWS I I P. t /�/-- 1 I k►w 01 ...„._„/- , -' INTO EXISTING BEAM,TYPICAL ' 'lik I i AT EACH STUD I I I i - i r 1lir I''`---4001150-33 WITH(2)#10 SCREWS 1 1 - - 1 1 I 1 1 I AT EACH STUD - • • I 1 I • • i I 1 • •• i I I • • I (�' I II • • 1 C t I I • •• 1 I I I I I I I - 1 I A I I I - I I � I I -' - 4005162-43 AT 16"O.C. i I CV I I EXISTING BEAM BEYOND 1 I �.•- , I 1 -, ---- •I I �,, i 1 -, -' I I EXISTING BEAM I I I I I 1 - I I •""` I I - - I I I I I I I,�- - I I I i„---'-- I I - '-� I 1 1 I I I I I I 1 I I I - i 1 - I I 1 -I I I i -'i 1 I u��� - I I 1 I -� I 1 - I I I 1 1 I 'rte --- 1 1 1♦ - FINISHES PER ARCH I 1 i 1 FINISHES PER ARCH ► I I , i FINISHES PER ARCH ► 1 I t TYPICAL I I I I I TYPICAL I I I i I TYPICAL t I I I I I I 1 I I I i i I I I I I I i - I I 1 I I I I i I I 11 4 1 4 i 1 i 0 i , 4 1 - 1 1 i 1 1 - 1 i i 1 1 1 I i 1 i 1 1 I 1 i II I I i i I i I 1 I I I f i I 1 I I 1 1 I iI I , I I I I I 1 I 1 1 I 1 , I 1 1 I I i I I I I I I I i 1 1 I I I I I I I 1 I I i I I I I I I I I I 1 i I 1 I I i I I I 1 t I I 6005162-54 AT 16'O.C. ' t t 1 ' 600S162-54 AT 16"O.C. I I r t I I i 1 1 I I t t t 1 i i I t i 1 � t t t i PROJECT NAME (4)#10 SCREWS,TYPICAL • I I • • (4)#10 SCREWS,TYPICAL T • 1 1 • • 1 I • • (4)#10 SCREWS,TYPICAL 1 • • I 1 • • VISIONWORKS1 a I ' 1 1 I a 1 1 1 I C• • I I • • • • 1 t • • I t • • 1 1 • • I 1 • • Ijt f � � { i ti `tomi i iI I I I I Ir 1 ( 1 t 600S137-33 AT 16"O.C. I i I 1I I1 1 ' ' I I 1 I I I 1 I )7„:"..........11„, 1 I I I I I I I I I I I 200A200-33 x CONT WITH 1 I I I 200A200-33 x CONT WITH I I I I I I I I I #10 SCREW EACH LEG I I I ' #10 SCREW EACH LEG II I I 1 I 1 I 1 AT EACH STUD t 1 1 I I I AT EACH STUD I I I t I I I I I I I I I I I ' I41 141 141 141 tl � l IQI 10104 SW WASHINGTON 1 I 1 I 1 I I I 1 I I I I1 I I I I I 1 I I I I SQUARE ROAD I I I II I I I I I I I I 1 I I , I I I I I I , , PORTLAND, OR 97223 STUD WALL PER PLAN i I i i I STUD WALL PER PLAN '► i i I I I 4005162-43 AT 16"O.C. ►+ F r•I I TYPICAL,U.O.N. 1 1 I I I TYPICAL,U.O.N. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • I I I I I I I I 4001150-33 WITH(2)#10 SCREWS ► i tI I I 1 I 1 1 1 1 ' I AT 16"O.C.,TYPICAL J I' I ' I I I I I I I I I I I I I I I , , i I I , , , , I BUILT-UP STUD HEADER - \— I I I I I I I I I I I PER©TYPICAL 0 I I I I I I I - I S2.0 -`- -- I I I I I I I I I I I I - I I I I I I I__L....\/\__L_I I I I I REVISIONS 1 FRAMING SECTION FRAMING SECTION FRAMING SECTION ® DATE DESCRIPTION 2.0 1"=1'-0" 1"=1`-0' 4111) 1 1'-0" f (2)STUDS PER PLAN EDGE OF CONCRETE (STING 2x4 STUD WALL i—LINE OF HEADER,TYPICAL TYPICAL —r---\/\--1— - — l (3)#10 SCREWS AT � w (STING ROOF SHEATHING 1 I 1 1 6007150-54 EACH SIDE •p BOTTOM TRACK,(2)SIDES - [STING ROOF JOISTS STUD WALL PER PLAN I 1 ' ' _ 3/4"DIA x 6"EMBED a TYPICAL •1 I I i - -- SCREW ANCHOR I1 I I I I I #10 SCREWS AT 12"O.C., LINE OF BOTTOM TRACK f - 1I I I 1 ' (4)PLACES I TYPICAL FINISHES PER ARCH ►1 I I I I 0 Q I �\ TYPICAL I I I 1 �� 0 BUILT-UP POST SECTION BUILT-UP POST SECTION 600T150-33 WITH(2) 1 1 1 1 :/ O AT FOOTING/STEMWALL f PAFs AT 16"O.C. I I I I ' (1 1/2"EMBED) i t I i < .gyp PROF£ TYPICAL i i I #4 AT 16"O.C. I I I k f K% tr't NF'FS`r/O i1 I I li 1 I I I 1 I I I I J / 7 ' , w U I I 6)#4 x CONT I I NOTE: , \ \ '414 ..' 8 'E (1\ •REGON o 'Z i I I i SIDEWALK USE FULL-LENGTH MEMBERS ONLY _I 1 T I I T • } _ TYPICAL AT BUILT-UP POSTS AND HEADERS. 4'•' t 1� ' DO NOT SPLICE. VCONTRACTOR TO NOTIFY ENGINEER , 1- 3, `LO N • • �:•� Q BUILT-UP A IF BOTTOM OF(E)WALL IS NOT �l�j �,P cli • . , HEADER O I BRACED TO(E)GLUCAN BEAM N . K P Tc; P OS-2417 i,,, 6001150-54 WITH(2)#10 x 1 1/2 —► #10 SCREWS AT 12"Q.C., WOOD SCREWS AT 16"O.C. 1 1 oA• 4 PLACES I I N Z e • jr O INTO EXISTING BOTTOM PLATE I I EXPIRES: 06/30/2017 EE(2)800S162�4 Q , ' C� 3 °4 Lt #4 AT 12"O.C. , . I 1 DATE �' o U • •• • • • '' EACH WAY BUILT-UP ' ' MAY 2017 ch •• . , * POST i 600150-54 TOP AND BOTTOM STUD WALL PER PLAN ►1 , , SCALE PROD.NO. o , �_� • i• • I. • 0 SCAFCO MC550-54 WITH(4)#10 4 I AS NOTED 20170292 SCREWS EACH LEG,TYPICAL BUILT-UP HEADER SECTION FINISHES PER ARCH r ' i DRAWN CHECKED 3"CLR ABOVE AND BELOW HEADER I z /•--, TYPICAL 1 I KDR KMK U 0 ' i 6"TYPVARIES,SEE ARCH 6"TVP , / , - .__ _STRUCTURAL SECTIONS : N AND DETAILS .6-, 0 O 4 FRAMING SECTION 5 BUILT-UP HEADER AND POST DETAIL 6 FRAMING SECTION `�"" CI 2 1"- 1� " 1"-1, " 2.0 1"-1.,0• 2.0 2.0 "V - _' -47S20 0 • ...• .............,......... PERMIT SUBMITTAL