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Plans (16) BU P2021 -00113 ABBREVIATIONS: GENERAL STRUCTURAL NOTES: FRAMING LUMBER: STRUCTURAL OBSERVATION: :,•- *";1",43"1,..,�.t. ' -* „er& _ ' "-"-■^: , - ,a.• ::: ..: as5� ..� "Jr ..:�� . " , �� ....s.-.,E3a 64 tar i ip r!•; �' �i� � '�y °.�n ' g � w --ti. -?d�'��,-� 1.' ' CODES/INSTITUTIONS/ASSOCIATIONS DESIGN CRITERIA: 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH,WEST COAST(WOOF)OF THE FOLLOWING MINIMUM GRADES 1. THE STRUCTURAL ENGINEER OF RECORD(SEOR),OR HIS/HER DESIGNATED ENGINEER,SHALL PROVIDE VISUAL '. ? " - -�+; �`"` ,�, , �. :w � z ACI AMERICAN CONCRETE INSTITUTE CODE OF RECORD: 2018 EDITION, INTERNATIONAL BUILDING CODE(IBC) (UNLESS NOTED OTHERWISE): STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED ) m .- } '.. ci►-•r. -7,,,,.,,,..- - z ,� e. ■ +�;s tf i• r :�«z •lh r'., .. I. rt wja �,yv� �,: • E . W IIVH AF&PA (NDS)AMERICAN FOREST&PAPER ASSOCIATION(NDS) 2019 EDITION,OREGON STRUCTURAL SPECIALTY CODE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OFAp. A`•4 �- •. # '4 '7 • " } `' it . '- AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION A. ALL LUMBER=No.2 UNLESS NOTED OTHERWISE THE STRUCTURAL SYSTEM,AS REQUIRED BY IBC SECTION 1709 AND AS DEFINED IN IBC SECTION 1702.WRITTEN s, 4. ;' ir . v f A t REPORTS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE OR HIS DESIGNEE FOR DISTRIBUTION TO THE =r'00 i - �w ,'", AIS[ AMERICAN IRON AND STEEL INSTITUTE DESIGN LOADS: 441„t '"�*� APA-EWA APA-ENGINEERED WOOD ASSOCIATION ASCE 41-17,SEISMIC EVALUATION AND RETROFIT OF EXISTING STRUCTURES: 2. STRUCTURAL PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO UNITED STATES PRODUCT STANDARD PS-1-95 SPECIAL INSPECTOR,CONTRACTOR AND BUILDING OFFICIAL. .ate . ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS PERFORMANCE OBJECTIVE 1:(LIFE SAFETY) EXTERIOR GRADE,MARKED STRUCTURAL I AND SHALL BE STAMPED BY AN APPROVED FABRICATOR. • ,. . �t, s s ` - '"' '!'-'4,7: M. � • '.�:es � STRUCTURAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS GROUND MOTION: BSE-1E(225 YR RETURN PERIOD) 2, THE STRUCTURAL OBSERVER SHALL SUBMIT A WRITTEN STATEMENT TO THE GOVERNING AGENCY THAT THE SITE VISITS >..'`` : , -' .;.- ,�`°, ' ' . ' " • . ,, -: '�,o .i, �` - . .,,..,: 3900 Cover Street AWS AMERICAN WELDING SOCIETY S =0.373g 3. FEATURES OF THE CONSTRUCTION OF HORIZONTAL WOOD DIAPHRAGMS,SHEAR WALLS AND ANY SPECIAL HAVE BEEN MADE.SUCH REPORTS SHALL IDENTIFY ANY OBSERVED DEFICIENCIES,WHICH TO THE BEST OF THE <A,* . ( . "r". • ' - -- , X5 - p �: •�j , 1.-til. ,�► �.� ;,;,..Y •':.. -. ._ E.-e� ,:�::::./E-,,�- . , �.w';�w _.� . � Long Beach, CA 90808 CBC CALIFORNIA BUILDING CODE Sx1 =0.204g CONNECTIONS WITHIN OR BETWEEN SUCH ELEMENTS SHALL BE INSPECTED AFTER INSTALLATION IN ACCORDANCE WITH STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED.AT THE COMPLETION OF THE STRUCTURAL SYSTEM ,- ~- 6 � * "j Y- : ` " THE FOLLOWING I PE TI N STANDARD INSPECTION ,. CRS/ CONCRETE REINFORCING STEEL INSTITUTE PERFORMANCE OBJECTIVE 2,(COLLAPSE PREVENTION) NS C O S DMAY BE PERFORMED ON A PERIODIC BASIS PROVIDED ALL THE STRUCTURAL OBSERVER SHALL PROVIDE A FINAL OBSERVATION REPORT INDICATING THAT TO THE BEST OF HIS/HER ; : , "• - ` 562.985.3200101 1 P �$ $ . ' , .,: 562.985.101 1 F DSA DIVISION OF THE STATE ARCHITECT GROUND MOTION: BSE-2E(975 YR RETURN PERIOD) FEATURES HAVE BEEN INSPECTED PRIOR TO THE INSTALLATION OF ANY COVERING MATERIALS.THIS INSPECTION SHALL KNOWLEDGE ALL OBSERVED DEFICIENCIES HAVE BEEN RESOLVED AND THE STRUCTURAL SYSTEM GENERALLY 'K y S ' , s IBC INTERNATIONAL BUILDING CODE Sxs=0.801g BE DONE BY A SPECIAL INSPECTOR WHEN SHEATHING BOUNDARY NAILING IS CLOSER THAN FOUR INCHES(4")ON CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. � � _ ," � h�:- 9� ,, to-„,„ NDS NATIONAL DESIGN SPECIFICATIONS SxI =0.5659 CENTER. i. •- "" 4,.6 ' ,, "' � `' ,;;,' - r `� y RECEIVED . ii. S • '.. � 4 ..s_ iiit3j+",d.•.. �e 4a "r:,, +f* N .�-QUI SDI STEEL DECK INSTITUTE 3. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF THE INSPECTIONS BY THE BUILDING � <:. g , ,- 1�`„"r "� SJI STEEL JOIST INSTITUTE 1. GOVERNING CODE AUTHORITY FOR THIS PROJECT:CITY OF TIGARD DEPARTMENT OF BUILDING AND SAFETY AND IS A. SPECIAL FASTENINGS SHOWN ON THE PLANS,SUCH AS HORIZONTAL DIAPHRAGM AND SHEAR WALL SHEATHING OFFICIAL AS REQUIRED BY IBC SECTION 109,SPECIAL INSPECTIONS REQUIRED BY IBC SECTION 1704,OR ANY OTHER ;- r.• '' . ..t ° � a - ° API $ 2D11 - , " ,, ; "i . PROJECT LOCATION: .'- . : t SSMA STEEL STUD MANUFACTURERS ASSOCIATION REFERRED TO AS"THE GOVERNING AGENCY"IN THESE AND OTHER STRUCTURAL NOTES SECTIONS. NAILING TO CHORDS,DRAG STRUTS,POST TIE-DOWNS AND BLOCKING ABOVE SHEAR WALLS,SHALL BE INSTALLED. INSPECTION REQUIRED BY OTHER SECTIONS OF THE CODE OR AS NOTED ELSEWHERE IN THE CONTRACT DOCUMENTS. ;; • t . :��" 1 ' ' °. 15750-15786 SW UPPER - ,- -` : » CITY OF TIGARD SILLS SHALL BE SECURED AS SHOWN ON THE PLANS.SPECIAL CLIPS,STRAPS,TIE-DOWNS AND OTHER CONNECTIONS THE STRUCTURAL OBSERVER DOES NOT HAVE THE AUTHORITY TO APPROVE COVERING OF CONSTRUCTION AND HIS/HER * + a -"`- '; ;: : ' � � =�>., ` '= "•-•;..I =�A. . 0,• •,.•w •,' BOONES FERRY ROAD -°.'""'• , �: 2. GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE JOB,EXCEPT WHERE THEY MAY DIFFER WITH WITHIN OR BETWEEN DIAPHRAGMS AND SHEAR WALLS SHALL BE INSTALLED AS SHOWN ON THE PLANS.SPECIAL POSITIVE DISPOSITION OF THE OBSERVATION REPORT DOES NOT WARRANT THAT THE CONSTRUCTION WILL PASS THE - ,..".,.-., ; " _ t BUILDING DIVISION SYMBOLS r .� - TIGARD,OR 97224s .. DETAILS AND NOTES ON OTHER SHEETS, IN WHICH CASE THE DETAILS AND NOTES ON OTHER SHEETS SHALL GOVERN. INSPECTION SERVICES SHALL BE SCHEDULED SO AS TO ALLOW ANY CORRECTIVE WORK TO BE ACCOMPLISHED BUILDING OFFICIAL'S INSPECTION. �`• � � �» ,� � , Me � ' � :,". ��- # POUND,NUMBER,QUANTITY LBS POUNDS .44 AT LL LIVE LOAD • DETAIL MARKS WITH"SIM"NOTED INDICATES THAT DETAIL CONTAINS MODIFIED INFORMATION APPLICABLE TO THE WITHOUT INTERFERENCE WITH LATER SCHEDULED WORK. `•tw• - " - °•�. `,t - .' CONDITION REFERENCED. 4. STRUCTURAL OBSERVATION FOR THIS PROJECT SHALL BE PROVIDED BY MHP STRUCTURAL ENGINEERS,INC.;3900 -' - ' �' 1'. ' .,far, �. - LESS THAN LLH LONG LEG HORIZONTAL 1l• 4 ; " • 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN,NOTED OR APPROVED BY THE COVER STREET,LONG BEACH,CALIFORNIA,90808;TELEPHONE(562)985-3200,FAX(562)985-1011. - 1h,;=,r ,),,� ,,...,,,i. t4 ,. ,- " _' .'" > GREATER THAN LLV LONG LEG VERTICAL 3. OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SEOR. �` • "" ` + LOCS LOCATIONS �. - w. „a, .r..,,-4� t: _ PLUS OR MINUS p S ��¢' �., : � �; �� � . ��.'� � .� , ��• , _,,.` .a„ys yc.A IF..'a' � 1. .�F f "e, � ° j 3 � �x dg€ ir. • SHALL BE BROUGHT TO THE ATTENTION OF THE SEOR PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION SCHEDULE AND SHALL NOTIFY THE STRUCTURAL 4. `• . ° DEGREE LONG LONGITUDINAL 5. MAX€MUM MOISTURE CONTENT FOR ALL STRUCTURAL MEMBERS SHALL NOT EXCEED 19 PERCENT(19%)UNLESS NOTED OBSERVER NO LESS THAN THREE(3)BUSINESS DAYS IN ADVANCE OF REQUIRED OBSERVATIONS.FAILURE OF THE � � � �� ��� 0 DIAMETER LTWT LIGHTWEIGHT 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL OTHERWISE.ALL 2x FRAMING SHALL BE STAMPED`S-DRY." CONTRACTOR TO PROVIDE ADEQUATE NOTIFICATION MAY RESULT IN DELAYS DUE TO CORRECTIVE WORK OR REMOVAL ABBREVIATIONS MANUF MANUFACTURER DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE SEOR AND SHALL BE RESOLVED PRIOR OF SUBSEQUENT WORK TO ALLOW ADEQUATE OBSERVATION.REMOVAL AND REPLACEMENT OF ANY FINISHED WORK AB ANCHOR BOLT MAX MAXIMUM TO PROCEEDING WITH THE WORK. 6. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLT PLUS 1/16"UNLESS NOTED OTHERWISE. PROVIDE WASHERS UNDER AND/OR FRAMING DAMAGED BY THE REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION RESULTING FROM D HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INADEQUATE NOTIFICATION SHALL BE AT THE CONTRACTOR'S EXPENSE. E, Voluntary ADDL ADDITIONAL MECH MECHANICAL ry ADJ ADJACENT MID MIDDLE 5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENT VICINITY KNOWLEDGE,BUT WITHOUT GUARANTEE OF ACCURACY.WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, 7. FRAMING HANGERS,CAPS,HOLDOWNS,POST BASES,ANCHORS, CONNECTORS, ETC.,SHALL BE AS MANUFACTURED BY 6. THE STRUCTURAL OBSERVER SHALL ASA MINIMUM PERFORM STRUCTURAL OBSERVATION AT THE FOLLOWING STAGES 2 ALT ALTERNATE MIN MINIMUM THEY SHALL BE REPORTED TO THE SEOR SO THAT THE PROPER REVISION MAY BE MADE. MODIFICATIONS OF "SIMPSON COMPANY"OR APPROVED EQUAL TO BE SUBMITTED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO OF CONSTRUCTION(CONSTRUCTION STAGES AND ELEMENTS/CONNECTIONS TO BE OBSERVED): ��� APPROX APPROXIMATE,APPROXIMATELY CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE SEOR AND THE GOVERNING INSTALLATION. SCALE: NONE [�� o Seismic ARCH ARCHITECT,ARCHITECTURAL (N) NEW �a ��// t, N/A NOT APPLICABLE AGENCY. 8. NAILS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F-1667 PER IBC SECTION 2303.6.NAILS SHALL BE COMMON A. COMPLETION OF STRUCTURAL SYSTEM OFFICE COPY Stre n g h to n r n g BLKG BLOCKING,BLOCK NTS NOT TO SCALE 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE WIRE(UNO)AND THE NUMBER OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THE AMOUNTS SET BM BEAM METHOD OR SEQUENCE OF CONSTRUCTION,UNLESS NOTED OTHERWISE.THE CONTRACTOR SHALL SUPERVISE AND FORTH IN THE PREVAILING BUILDING CODE. GALVANIZED COMMON NAILS SHALL BE USED FOR ALL EXPOSED EXTERIOR BOT BOTTOM OC ON CENTER DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, WOOD.COMMON NAILS SHALL CONFORM TO THE SPECIFICATIONS OF NAIL PROPERTIES SCHEDULE BELOW: g '` '' �� Q , = Oregon Business BTWWN BETWEEN OP OPERATINGSPECIAL INSPECTION: g SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING,SHORING AND LAYDOWN OF CONSTRUCTION 4 e MATERIALS. NAIL PROPERTIES SCHEDULE ; : 1 :. Park 2 - Building D CALCS CALCULATIONS PERP PERPENDICULAR 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING r • i CG CENTER OF GRAVITY PLF POUNDS PER LINEAR FOOT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY CONSTRUCTION LOADING INCLUDING LOADING FROM DESIGNATION LENGTH WIRE DIAMETER HEAD DIAMETER CONSTRUCTION FOR CERTAIN TYPES OF WORK WHEN SO SPECIFIED€N THE CONTRACT DOCUMENTS AND PROJECT `i s= - :,. . � �:I ,. ' , t:' a � _ R CL CENTERLINE PSI POUNDS PER SQUARE INCH SPECIFICATIONS.THESE SPECIAL INSPECTIONS SHALL BE IN ADDITION TO AND COMPLEMENTARY WITH THE INSPECTIONS - t ,A :0' • '1 I 1 5750 15786 EQUIPMENT SUCH AS SKIP LOADERS,SCISSOR LIFTS,ETC.,ON ALL PORTIONS OF THE STRUCTURE,WHETHER ELEVATED I., Ni',*; .-E..4-`, tt ; . ,-, �a c�''..E E' {r . - , ` CLR CLEAR,CLEARANCE OR ON-GRADE.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PATH-OF-TRAVEL FOR MOVING PERMANENT 6d 2" 0.113" 0.266" PROVIDED BY THE GOVERNING AGENCY. ..-1�: , CMU CONCRETE MASONRY UNIT QTY QUANTITY � �� " �'4,--,-„''= w" SW Upper Boones EQUIPMENT TO ITS FINAL LOCATION,INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THE EQUIPMENT IS a r ' �" COL COLUMN 8d 2 1/2" 0.131" 0.281" : , :. . INSTALLED.THE CONTRACTOR MAY USE THE"DESIGN LOADS"INFORMATION PROVIDED ABOVE WHEN CONSIDERING 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE ; ,` m;; V ', ' �' 4 , ,�," € . y ` Ferry AVe.m CONC CONCRETE REINF REINFORCING E T • � :" 3" SATISFACTION OF THE STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY,FOR INSPECTION OF THE o - TEMPORARY CONSTRUCTION LOADING CONDITIONS. 10d 0.148" 0.312" g , r Tigard OR 97224 CONN CONNECT,CONNECTION REQD REQUIRE,REQUIREDPARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. r " ': CONT CONTINUOUS 12d 3 1/4" 0.148" 0.312" - " ' 4- - ' 8. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE SEOR SHALL NOT INCLUDE INSPECTIONS OF THE ,; 1 ` 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE DESIGN DRAWINGS, " SCHED SCHEDULE PROTECTIVE MEASURES OF THE CONSTRUCTION PROCEDURES.ANY SUPPORT SERVICES PERFORMED BY THE SEOR 16d 3 112" 0.162" 0.344" �. ,# < . U. db BAR DIAMETER(REBAR) SPECIFICATIONS AND APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS y, a"1 = �, (1 DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED SPECIAL INSPECTION " " T .'s.:x , " ".. , , ,: = DBL DOUBLE SEOR STRUCTURAL ENGINEER OF RECORD 20d 4" 0.192 0.406 IDENTIFIED WITHIN THE CONSTRUCTION DOCUMENTS,ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE • SERVICES WHICH ARE FURNISHED BY OTHERS.THESE SUPPORT SERVICES PERFORMED BY THE SEOR,WHETHER OF = '� I ':.: DIA DIAMETER SIM SIMILAR ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION AND THEN,IF UNCORRECTED,TO THE ATTENTION OF THE MATERIAL OR WORK,AND WHETHER PERFORMED PRIOR TO,DURING OR AFTER COMPLETION OF CONSTRUCTION,ARE # I DIAL DIAGONAL SMS SHEET METAL SCREW NOTE: 10d COMMON SHORT(2-1/8"LONG)MAY BE USED AT 112"AND THINNER STRUCTURAL ENGINEER OF RECORD AND THE GOVERNING AGENCY, IT SHALL BE THE GENERAL CONTRACTOR'S = t ! l PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH -� (3") (2-1/2"). RESPONSIBILITY TO COORDINATE WITH THE SPECIAL INSPECTOR AND SCHEDULE THE SPECIAL INSPECTIONS WITH _,_ DIM DIMENSION SQ SQUARE PLYWOOD IN LIEU OF 10d COMMON OR 8d COMMONNAILING CONTRACT DOCUMENTS,BUT DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE,AND SHALL NOT BE CONSTRUED AS ' DWG DRAWING SS STAINLESS STEEL SHALL NOT BREAK THROUGH OUTER PLY OF PLYWOOD, IF PNEUMATIC GUNS ADEQUATE TIME TO ADDRESS ANY AND ALL POTENTIAL DISCREPANCIES PRIOR TO PROCEEDING WITH SUBSEQUENT A ,� ¢ . SUPERVISION OF CONSTRUCTION. STAGG STAGGER ARE USED THEY SHALL BE ADJUSTED TO SATISFY THE ABOVE CRITERIA. WORK THAT COVERS OR OTHERWISE MAKES INACCESSIBLE ANY WORK IDENTIFIED A5 DEVIATING FROM THE PROJECT E EXISTING STIFF STIFFEN,STIFFENER p 52.0 . O 9. ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE LATEST AMENDMENTS. REQUIREMENTS. EA EACH STIRR STIRRUP r°" "7:*:.:',;,,-,,-vp..."---7!.- ;„' _ r1 9. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY 30 DEGREES WITH THE MEMBER AND STARTED ° t t ,;,��.•_ r �: �a : : �. , EF EACH FACE STRUC STRUCTURAL I$" i, y 10, WHEN THE ALLOWANCE FOR SUBSTITUTION OFA SPECIFIED MATERIAL OR PRODUCT DESIGNATION 15 IMPLIED ON THE APPROXIMATELY 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 4. THE SPECIAL INSPECTOR SHALL FURNISH REGULAR INSPECTION REPORTS TO THE STRUCTURAL ENGINEER OF RECORD � ELEC ELECTRICAL SYM SYMMETRICAL AND THE GOVERNING AGENCY IDENTIFYING THE WORK INSPECTED AND ANY UNCORRECTED DISCREPANCIES FROM THE ,` -'4.4..Q.',/ 1 DESIGN DRAWINGS BY THE USE OF THE WORDS"OR APPROVED EQUAL",APPROVAL SHALL BE OBTAINED FROM THE .ir`` . :.:.,4` �:. i CONSTRUCTION-, - - - ori '- {' r. ,r .B. `� z. EMBED EMBED,EMBEDDED,EMBEDMENT 10. AT PANELIZED ROOF NO SYSTEMS SHALL BE SUPPORTED FROM SUB PURLINS(i.e.DUCTWORK ELECTRICAL CONDUITS CONSTRUCTION DOCUMENTS.AT THE CONCLUSION Or THE PROJECT OR THE SPECIAL INSPECTORS ASSIGNED SCOPE �;E :; SEOR.AND THE GOVERNING AGENCY PRIOR TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL OR ( . 4 EOR ENGINEER OF RECORD T&B TOP&BOTTOM SUSPENDED CEILINGS,SPRINKLERS,ETC.)UNLESS NOTED OTHERWISE. OF WORK,THE SPECIAL_INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING Y'� •;; EQ EQUAL THK THICK,THICKNESS PRODUCT. '' q = 7Z: 41114 :"SPECIAL INSPECTION INSPECTION WAS,TO THE BEST OF HIS OR HER KNOWLEDGE,COMPLETED IN CONFORMANCE WITH THE , EQUIP EQUIPMENT THRU THROUGH 11. DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON DRAWINGS. 11, STITCH NAILING FOR DOUBLE SAWN JOISTS SHALL BE 16d NAILS AT 12"ON CENTER STAGGERED TOP AND BOTTOM. CONSTRUCTION DOCUMENTS AND SPECIFICATIONS(INCLUDING APPROVED RFL'S,ADDENDUMS,ETC.)AND THE . {.'� �' i"i EW EACH WAY TRANS TRANSVERSE STITCH BOLTING FOR BUILT UP BEAMS(FOUR 2x MEMBERS MAXIMUM)SHALL BE 1/2"DIAMETER MACHINE BOLT AT 18"ON APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE AND OTHER APPLICABLE REGULATIONS IDENTIFIED WITHIN THE EXP EXPANSION TYP TYPICAL 12. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING CENTER. STITCH BOLTING FOR FIVE 2x MEMBERS OR MORE SHALL BE 5/8"DIAMETER MACHINE BOLTS AT 18"ON CENTER CONSTRUCTION DOCUMENTS. EXT EXTERIOR CONSTRUCTION WHEN SO SPECIFIED ON THE CONTRACT DRAWINGS AND SPECIFICATIONS FOR CERTAIN TYPES OF STAGGERED TOP AND BOTTOM,UNLESS NOTED OTHERWISE. UNO UNLESS NOTED OTHERWISE WORK.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE HIS COMPETENCE,TO THE 5. SPECIAL INSPECTIONS INDICATED BELOW SHALL BE PROVIDED IN EITHER A CONTINUES OR PERIODIC CAPACITY,AS A FTG FOUNDATIONO ° ° SITE PLA N FTG FOOTING VERT VERTICAL SATISFACTION OF THE GOVERNING AGENCY, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR 12. PRE-DRILL ALL LAG SCREW HOLES WITH DIAMETER(D)FOR UNTHREADED SHANK,40%TO 70%OF D FOR THREADED DEFINED BELOW,AS REQUIRED BY THE INDIVIDUAL CODE OR REFERENCED STANDARD. OPERATION REQUIRING SPECIAL INSPECTION.THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR PORTION.THE THREADED PORTION OF LAG SCREWS SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A �N� VIE VERIFY IN FIELD CONFORMANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS.THE SPECIAL INSPECTOR SHALL FURNISH WRENCH,NOT BY DRIVING WITH A HAMMER. PROVIDE SOAP OR LUBRICANT ON LAG SCREWS OR IN LEAD HOLE TO 6. CONTINUOUS-SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE GA GAUGE INSPECTION REPORTS TO THE SEOR AND TO THE GOVERNING AGENCY.ALL DISCREPANCIES SHALL BE BROUGHT TO THE FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREWS OR WOOD SCREWS. INSPECTED IS BEING PERFORMED. FOR STRUCTURAL STEEL,CONTINUOUS INSPECTION IS FURTHER DEFINED SUCH THAT SCALE: NONE GALV GALVANIZE W/ WITH IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN, IF UNCORRECTED,TO THE SEOR AND TO THE INSPECTION SHALL TAKE PLACE ON EACH ELEMENT TO BE INSPECTED(I.E. EACH BOLT OR WELD). W/O WITHOUT GOVERNING AGENCY.TI-:E SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK HEX HEXAGONAL WP WORK POINT REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE WITH THE DESIGN 7. PERIODIC-SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO HORIZ HORIZONTAL WT WEIGHT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISION OF THE CODE AND OTHER POST-INSTALLED ANCHORS: BE INSPECTED HAS BEEN OR IS BEING PERFORMED. FOR STRUCTURAL STEEL,PERIODIC INSPECTION IS FURTHER APPLICABLE REGULATIONS IDENTIFIED ON THE PLANS OR IN THE PROJECT SPECIFICATIONS. DEFINED SUCH THAT ITEMS ARE OBSERVED ON A RANDOM BASIS. ID INSIDE DIAMETER STRUCTURAL STEEL SHAPES SCOPE OF WORK: INFO INFORMATION Cx STANDARD CHANNEL 1. POST INSTALLED ANCHOR NOTES IN THIS SECTION SHALL APPLY TO ALL ANCHORS INSTALLED INTO HARDENED IDR INSPECTOR OF RECORD HSS HOLLOW STRUCTURAL SECTIONS 13. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER(BEAM,COLUMN,SHEARWALL,GRADE BEAM, CONCRETE. REQUIRED VERIFICATION AND INSPECTION OF Lx ANGLE ETC.)SHALL BE CUT,DRILLED OR NOTCHED WITHOUT PRIOR AUTHORIZATION FROM THE SEOR AND THE GOVERNING CONCRETE CONSTRUCTION PER IBC TABLE 1705.3 THIS PROJECT IS A VOLUNTARY SEISMIC K KIPS(1000#) MCx MISCELLANEOUS CHANNEL AGENCY. 2. INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT. STRENGTHENING OF THE WALL ANCHORAGE CONTINUOUS PERIODICALLY REFERENCE FOR CRITERIA KB3 HILTI KWIK BOLT 3(ANCHOR) Mx M SHAPES VERIFICATION AND INSPECTION DURING TASK DURING TASK MISC STAN#JARDS IBC SYSTEMS TO REDUCE THE POTENTIAL FOR VALIDITY OF PERMIT KB-TZ HILT'KWIK BOLT TZ(ANCHOR) STD PIPE STANDARD PIPE STRUCTURAL AND MISCELLANEOUS STEEL: 3. LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. EXISTING REINFORCING SHALL LISTED LISTED STRUCTURAL DAMAGE IN AN EARTHQUAKE. KSF KIPS PER SQUARE FOOT Sx S SHAPES NOT BE CUT.IF REINFORCING IS ENCOUNTERED,ADJUST HOLE LOCATION BY 1.5 TIMES HOLE DIAMETER MINIMUM,2" THE ISSUANCE 4F A PERMIT KSI KIPS PER SQUARE INCH WTx,STx STRUCTURAL TEES 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC MAXIMUM, (BUT NOT CLOSER TO THE EDGE OF CONCRETE),AS REQUIRED TO AVOID REINFORCING.DRILLED HOLES THAT 1 INBPECTANCHORS POST- BASED ON CONSTRUCTION Wx W SHAPESINSTALLED IN HARDENED X ACI 318:CH 17.2.8.4 --- DOCUMENTS AND OTHER SPECIFICATIONS FOR TH1=DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,LATEST ARE ABANDONED SHALL BE FILLED WITH ADHESIVE ORNON-SHRINK GROUT. CONCRETE MEMBERS(SEE X-STRG EXTRA STRONG PIPE NOTE 1 BELOW/. DATA SHALL NOT PREVENT EDITION.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATION(UNLESS XX-STRG DBL EXTRA STRONG PIPE NOTED OTHERWISE): 4. HOLES FOR INSTALLATION OF THE EXPANSION ANCHOR,THREADED ROD OR REINFORCING BAR SHALL BE DRILLED USING THE CODE OFFICIAL FROM A. WIDE FLANGE SECTIONS(W,WT) ASTM A-992 FY=50KSI A DRILL THAT HAS A CARBIDE-TIPPED BIT THAT COMPLIES WITH ANSI 8212.15.A REBAR CUTTING DRILL BIT IS NOT HEQU€R€!VG THE CORRECTION . _:. B. CHANNELS AND MISC SHAPES(C,MC,S,M) ASTM A-36 FY=36KS1 ALLOWED. CONCRETE SPECIAL INSPECTION NOTES: CC!! OF ERRORS. °SSC 103.4 C. ANGLES AND PLATES ASTM A 36 FY-36KS1 1. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION ARE INCLUDED IN THE OFFICE G(1P1 . D. PIPE{STD,X STRG,XX STRG) ASTM A 53 TYPE E,GR B FY=35KS1 RESEARCH REPORT FOR EACH POST-INSTALLED ANCHOR ISSUED BY AN APPROVED 5. CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FOR SOURCE.THESE SPECIAL INSPECTION REQUIREMENTS SHOULD BE FOLLOWED. (,`Z' Q�7G E. HSS TUBE(SQ,RECTANG) ASTM A-500,GR B FY�6KS1 POST-INSTALLED CONCRETE ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS,MANUFACTURER'S WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED,CONTACT STRUCTURAL F. HSS TUBE(ROUND) ASTM A-500,GR B FY=42KS1 • RECOMMENDATIONS,AND QUALIFYING(ICC)TEST REPORTS. CARE SHALL BE TAKEN TO PREVENT OVERSIZING,OVALING, ENGINEER FOR SPECIAL INSPECTION REQUIREMENTS PRIOR TO PROCEEDING WITH RCY lt'W �Fp+ R DUDE CQ:P.:LIAN- (;E 2. STEEL HSS TUBES SHALL CONFORM TO ASTM A 500 GR B SEAMLESS.SULFUR CONTENT SHALL BE LESS THAN OR EQUAL AND/OR BLOW-OUT THROUGH THE BACK FACE OF THE DRILLED MEMBER. IF OVERSIZING,OVALING,AND/OR BLOW-OUT THE WORK. PROJECT SPECIFIC SPECIAL INSPECTION MEASURES SHALL BE APPROVED Approved: L•/ z ISSUE DATE: 05-03-2022 TO 0.05%. OCCURS,THE EMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED.ADDITIONAL DRILLING SHALL NOT BE BY THE GOVERNING AGENCY PRIOR TO THE COMMENCEMENT OF THE WORK. - . OTC; o RESUMED UNTIL THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES.THE CONTRACTOR SHALL BE RESPONSIBLE - iv DESCRIPTION DATE 3. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR FOR REVIEW PRIOR TO FOR THE COST OF ALL SUCH REPAIRS.WHEN RESUMING DRILLING,THE CONTRACTOR SHALL MODIFY THE PROCEDURES pC>rt�;t ' ��r�{l a J J / 1 AS NECESSARY TO PREVENT FURTHER DAMAGE. Address: J CLIENT REVIEW 04-29-2020 FABRICATION AND ERECTION, IN ACCORDANCE WITH NOTES A AND B OF GENERAL STRUCTURAL NOTES. Suite #: �-• BUILDING DEPARTMENT SUBMITTAL 05-03-2021 4. A TOLERANCE OF+0,-1/4 INCH SHALL BE APPLIED TO ALL SPECIFIED CAMBERS. 6. HOLES SHALL BE CLEANED OF DUST AND DEBRIS,USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURER'S BLOW-OUT BULB(AS PER MANUFACTURER'S RECOMMENDATIONS)AS REQUIRED TO REMOVE PARTICULATE DEBRIS AND • Date: ,S'-'13- ; -) 5. ALL STEEL EXPOSED TO MOISTURE OR WEATHER SHALL BE HOT-DIPPED GALVANIZED,UNLESS NOTED OTHERWISE. TO ACHIEVE A RELATIVELY DUST-FREE SURFACE.CLEANLINESS OF DRILLED HOLES SHALL BE VERIFIED AND DOCUMENTED BY A SPECIAL INSPECTOR. ' 6. PAINTING OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS PER AISC 360 AND IBC SECTION 2203.2. STRUCTURAL STEEL EMBEDDED IN CONCRETE OR MASONRY SHALL BE UNPAINTED. 7. OIL,SCALE,AND RUST SHALL BE REMOVED FROM THE EXPANSION ANCHOR,THREADED ROD OR REINFORCING BAR PRIOR TO INSTALLATION. 7. HOT-DIP GALVANIZE OR PROVIDE THREE-INCH(3")MINIMUM CONCRETE COVER AROUND ALL STRUCTURAL STEEL BELOW GRADE. 8. APPROVED ADHESIVE ANCHOR SYSTEMS(AND THREADED ROD)AND EVALUATION REPORTS ARE AS FOLLOWS: HILT' HIT-RE 500-V3(ASTM A-36)_ ESR-3814. 8. BOLTS SHALL CONFORM TO ASTM A-307,UNLESS NOTED OTHERWISE. BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL CONFORM TO ASTM F-1554 GR 36 AND SHALL BE HEADED-TYPE. DO NOT USE J-TYPE BOLTS.THREADED RODS SHALL CONFORM TO ASTM A 36, EXCEPT WHERE USED AS A POST INSTALLED ANCHOR. 9. SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS.CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION OF ADHESIVE ANCHORS.THE SPECIAL INSPECTOR SHALL OBSERVE AND RECORD DATA AS 9. UNLESS NOTED OTHERWISE,ALL BOLTS SHALL BE INSTALLED"SNUG TIGHT".THE SNUG TIGHT CONDITION IS DEFINED AS SPECIFIED IN THE"SPECIAL INSPECTION"SECTION OF THE APPLICABLE EVALUATION REPORT. THE TIGHTNESS THAT EX STS WHEN ALL PLIES OF THE JOINT ARE IN FIRM CONTACT.BOLTS OF SLOTTED CONNECTIONS SHALL BE INSTALLED"FINGER TIGHT"ONLY,WITH THREADS SPOILED.THE FINGER TIGHT CONDITION IS DEFINED AS THE 10. EFFECTIVE EMBEDMENT DEPTH FOR POST INSTALLED ANCHORS SHALL BE NOTED ON PLAN. TIGHTNESS THAT EXISTS WHEN THE WASHER AND BOLT HEAD ARE IN FULL CONTACT WITH WEB OR SHEAR TAB.WHERE SLOTTED CONNECTIONS ARE INDICATED THE WASHER SHALL BE PLACED OVER THE SLOTTED HOLE. C 10. ALL WELDING SHALL CO".PLY WITH AWS SPECIFICATIONS AND SHALL BE PERFORMED BY WELDERS CERTIFIED FOR THE 8 TYPE OF WELDING TO BE PERFORMED.WELDING PROCEDURE SPECIFICATIONS(WPS)SHALL BE PROVIDED FOR EACH a 1, WELD TYPE SHOWN ON THE DRAWINGS IN CONFORMANCE WITH AWS 01.1 AND D1.4.EACH WPS SHALL BE REVIEWED BY AN AWS SCWI CERTIFIED INSPECTOR AND SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD(SEOR)FOR REVIEW. IF A WELD ASSEMBLY NOTED ON PLANS DOES NOT FALL WITHIN THE PREQUALIFIED CRITERIA,CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A QUALIFICATION RECORD FOR THE SPECIFIED WELD AS PART OF THE WPS SUBMITTAL_, 11. ALL WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS WITH E70XX ELECTRODES. m 12. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE,USE MINIMUM SIZE WELDS AS SPECIFIED IN THE m AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION,SPECIFICATION SECTION J2.2B. o ._ Z�uCTLiR4 m 13. AL_L STRUCTURAL FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION BY AN AWS CERTIFIED INSPECTOR APPROVED N `� ED pROP •• BY THE GOVERNING AGENCY(WELDING OF MISCELLANEOUS LIGHT-GAUGE MATERIALS SUCH AS METAL STUDS,FURRING �\y`;`��G I NFF ss �o CHANNELS,ETC.,DOES NOT REQUIRE SPECIAL INSPECTION). 4 k 1p 1 Q- •48PE/ c- c') �' 14. SEE SPECIAL INSPECTION NOTES FOR INSPECTION REQUIREMENTS.ALL SHOP WELDING SHALL BE DONE IN THE SHOP OF lir // CO A LICENSED STEEL FABRICATOR APPROVED BY THE GOVERNING AGENCY OR SHALL REQUIRE SPECIAL INSPECTION BY 4►�. ;-. a �� 4 a AN AWS CERTIFIED INSPECTOR APPROVED BY THE GOVERNING AGENCY. • •=`Ap \9 4 14 O� o • FrH D . O a SIGNED:5/3/2021 EXPIRATION DATE: 12-31-22 sng 3 v) o o E- JOB NUMBER:17-0192-00 (BLDG D OBP) SPECIAL ±SFECTfON REQUi DRAWN: JA 1 SMA State of RED Ore c,ri Structural Specsalty Code DESIGNED: ERIE m ❑ Concrete arld CHECKED: KDO ca a z Reinforcing Steel w gat6 lrfst8fl9d in SCALE: AS NOTED �.oncraie ❑ Special Moment Resistin W g • Concrete Frame 1- ❑ Aeintorcin g 5ts-�i&preatressirig Steel i'endor>Is W VICINITY MAP, z ❑ °r31 e, SITE PLAN, U' ❑ H truigh irean i s STRUCTURAL stl"�ctur 1rla`°"" NOTES A N D ❑ ReiM arced Q ,Concrete 0 0 N ABBREVIATIONS ❑ lnsutatiny Crnc±et�s`iEi ❑ Spray Appiisd Firs-Resistive Matartals m ❑ Pifin - O �, I`irilied Pier;;a, �d O0� C sons m © Shotcrsta 6 crn ❑ SPeciai Gr�diny Excavation And Fill ❑ Smoke Contra!S S y.te ms C C ❑ �y W m V+Irer insp ,`tions C� z Co W O, 1 . 0 0 O ti _ Cs W IIVH W ■ ROOF FRAMING PLAN NOTES .1U 1. ALL CONSTRUCTION IS NEW UNLESS OTHERWISE NOTED AS EXISTING OR(E). EXISTING CONSTRUCTION IS AS SHOWN FADED.NEW CONSTRUCTION IS AS STRUCTURAL E N GI NE E RS SHOWN SOLID AND IS REFERENCED BY DETAILS AND NOTES. 3900 Cover Street 2. EXISTING CONDITIONS ARE AS SHOWN TO THE BEST OF OUR KNOWLEDGE. Long Beach, CA 90808 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. 562.985.3200 P DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE AS SHOWN ON 562.985.1011 F THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. 3. SEE GENERAL NOTES SHEET S1.0 FOR APPLICABLE NOTES REGARDING THE VARIOUS CONSTRUCTION ELEMENTS AS SHOWN ON PLAN. 4. - INDICATES NEW STRENGTHENING ANCHORS,SEE SHEET S3.0 FOR APPLICABLE STRENGTHENING DETAILS.FOR HOLDOWN ANCHOR INSTALLATION,SEE DETAIL 8 ON SHEET S3.0. 5. CONTRACTOR TO COORDINATE LOCATION AND INSTALLATION OF ANCHORS WITH EXISTING CONDITIONS.WOOD SHIMS AND/OR ADDITIONAL WOOD MEMBERS AND CONNECTORS MAY BE REQUIRED IF EXISTING WOOD MEMBERS DO NOT LINE-UP. CONTACT ENGINEER IF OFFSET REQUIRING SHIMS IS GREATER THAN 2".IF OFFSET IS LESS THAN 2"PROVIDE 2x4 x8'-0"LONG SHIMS AS REQUIRED(MINIMUM).NAIL SHIMS TO WOOD ROOF MEMBERS WITH 2 ROWS OF 10d @ 4'OC. 6. DRILL BOLT HOLES WITH DRILLING JIG AS REQUIRED TO ENSURE HOLES ARE PERPENDICULAR TO FRAMING MEMBER. o Voluntary 2_ 7. SUB PURLIN ANCHORS SHALL BE INSTALLED PER PLANS;HOWEVER,LOCATIONS AS '''73 SHOWN MAY NEED TO BE ADJUSTED TO PREVENT INTERFERENCE WITH EXISTINGSe DUCTS,EQUIPMENT,ETC. NOTIFY ENGINEER PRIOR TO ADJUSTING LAYOUT. 0. 8, VERIFY ALL PERTINENT DIMENSIONS AND POTENTIAL INTERFERENCES WITH Stre n g h to n i n g MECHANICAL EQUIPMENT,PIPES,DUCTS,ETC.,PRIOR TO INSTALLATION OF ANCHORS.PROVIDE SHIMS AND/OR RELOCATE INTERFERENCES AS REQUIRED FOR Oregon Business INSTALLATION. Park 2 - Building D 15750 - 15786 SW Upper Boones Ferry Ave.m 0 0 0 �4 0 (i) (i) Tigard, OR 97224 175-0 71 r 25'-0' �, 25'-0" �r 25'-0" i 25'-0" 25'-0" I' 25'-0" ,/( 25'-0" 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 (E)CONC WALL PANEL (N/BRICK VENEER © TYP @ 1 I I I I I WHERE OCCURS),TYP 53.0 84"0C,MAX AS SHOWN 00-*- - -- - 1 _._If II II II II 11 II II II II l I I TYP@ 4 1 I 1 I I 5'-0"OC MAX - AS SHOWN 53.0 I - -- 0 `, I I I I N 1 _ 5 TYP @ 5-0"0CI MAX FROM S3.0 GRIDS A TO C I I I I (E)1 1/8"PLYWOOD ,gyp i SHEATHING,TYP - 0 AT 4' d' THROUGHOUT THROUGHOUT S3.0 GLB I I )�' I I 1 - - - - - - - - - - � - - - - - - 944/ - - - - - - - - - - - - 0_3.) (E)6 314"x281/2 GLB I I I o 0 _ o ISSUE DATE: 05-03-2022 C1 I (E)2x4 DESCRIPTION DATE CLIENT REVIEW 04-29-2020 -I - — ca I I 5 BUILDING DEPARTMENT SUBMITTAL 05-03-2021 oI _ 6 a I o in " — S3.0 '; C� �— - TYP @ la TYP AT EA — -.... - - PURLIN AS._._.-. 6'-0"OC MAX SHOWN —AS SHOWN I I - — S3.0 © TYP @ — S3.0 8'0"OC, MAX 04) I I I I (E)&314"x28112"GLB AS SHOWN (E)6 3/4"x28112 GLB I I 11 I I ` I I I I I I 11 I - - -- - �� II II II II II II II 11 II II Il II 1 I kss ' �LS'�, I I ! I I I I I TYP @ 4 5-0"0C MAX S3.0 -• AS SHOWN (Nu' I I I I I 1o I I I I I (E)1 1/8"PLYWOOD • SHEATHING,TYP _ ! I THROUGHOUT ! ! CD-)f I I I - f a .,,,GTURQ ����D PRpFF„, RI I - I 1 I - ��5 �G} N�F ��2 2 >r . •48PE/ ,.- c•5 4,9P // O I I I I I - TYP @ 4 tu.'- ; • �� 4 Ar 14 1� � S3.0 5'-0"OC MAX tiFrH D D . Q•o�' N 3 AS SHOWN SIGNED:5/3/2021 C I I I I aI _ EXPIRATION DATE: 12-31-22 co 2 z JOB NUMBER:17-0192-00 (BLDG D OBP) O I I ! € w E _ _• �' DRAWN: JA/SMA 11 `� DESIGNED: ERB II I I II ! II II II 1111 11I 111 II II I I i II 1I I1 11 11 CHECKED: KDO a 1 TYP @ } SCALE: AS NOTED 0 I ! 8'-0"0C,MAX 1 ! I I t Ai _(E) 53.0 E CONC WALL PANEL g AS SHOWN I (W/BRICK VENEER WHERE OCCURS),TYP = ROOF FRAMING o ! PLAN ,,;31' I 1 I I I I I I N 01 Of i m Q C) C 7 m O O N C) a1* CJ C) C C K m 01 ROOF FRAMING PLAN A w N. SCALE: 1/8"=1'-0" S2.0 N_ it PER PLAN - SIMPSON HD5B EA SIDE OF z ■ PROVIDE BLDG PAPER BTWN (E)TRUSS(2 TOTAL)WI IIVH .1 BLKG&CONC WALL 518"J FULLY THREADED ROD - (E)2x PLATE p SET INTO(E)CONCRETE ATTACH EA END OF BLOCKING 4x6 BLKG FULL LENGTH OF (2)-SIMP A35 EA SIDE OF EA BLK, WALL WI EPDXY(6"EMBED) TO TOP CHORD WITH(2)-SIMP STRAP(OK TO INCREASE BLKG STAGG(4 TOTAL PER BLOCK), i•y //I STRUCTURAL ENG] NE E RS A34(OMIT BOTTOM NAIL IN WIDTH TO ACCOMMODATE CONN TO PLYWOOD WI#6 x3!4" 2x8 x8'-0"EA SIDE OF(E) .0.. 3900 Cover Street (E)ROOF SHEATHING A34 TO TOP CHORD),TYP STRAP&HTT INSTALLATION)` PANHEAD SCREWS,TYP (E)ROOF SHEATHING (E)ROOF SHEATHING TRUSS TOP CHORD A . ._.•. / ZD j Long Beach, CA 90$08 (E)2x PLATE ;Ix •:fes .. w:t .� ..� Glx'` ` r ‘►,.r rN;< ..� .� 4r,.r / 562.985.3200 P } _ ••1 562.985.1011 F � 7 /C-\ T1 T ,• - — ig _ '�' 16d @ FOC EA SIDE, /�/�/ �\\`\ i • \• �' o - (10 MIN PER SIDE) • - °/ • M T1STRAP W (2)-ROWS CONN HTT4 TO ' - SIMPSON CMST16 6 1O C I A 1) SOLID WOOD BLOCK AT A /STRAP WIMP ° HOEDOWN,TYP CONT THRU OPEN WEBS-ADJUST MSTD4(SEE GRAPHIC HOEDOWN AS SHOWN (E)4x LEDGER STRAP!BLKG LAYOUT AS REQD TO FOR MORE INFO) (2) ROWS(6) 16d,2x • / AVOID WEB MEMBER-DO NOT • 1TO SOLID BLOCK DAMAGE E WEB MEMBERS SIMP HTT4 CTRD ON 6" / . � (E)CONC WALL • / { ) MAX PER PLAN SOLID BLOCK,RIPPED ..•• ;,/- (E)CONC WALL BLKG W1518"0 FULLY THREADED ROD SET INTO(E)CONCRETE ° SECTION A-A TO FIT TIGHT a / PER PLAN J '/WALL Wf EPDXY(4"EMBED) = ;.f MST➢4 r°i •' •° /�--(E)BRICK VENEER y "'r cMSKI s �� ' . ' . / WHERE OCCURS El I (E)TRUSS PER PLAN • (E)TRUSS PER PLAN .... •' 4 '4 • '•/ '. / i Voluntary NOTE: • • /TYPICAL SIMPSON MSTD4 INSTALLATION FOR BALANCE OF INFO - Lti or Seismic NOT SHOWN,SEE(4/S3.0) ac 5112" 9112" Stre n g hte n i n g THK I THK VIF VIF WALL TIE AT BLOCKING 5 WALL TIE AT TRUSS 1 Oregon Business SCALE: 314"=1'-0" S3.0 SCALE: 314"= 1'-0" S3.0 Park 2 - Building D 15750 - 15786 SW Upper Boones (E)ROOF (E)E NAIL (E)ROOF SHEATHING SIMPSON HD5B EA SIDE OF Ferry Ave.m SHEATHING NOTE: kr (E)NAIL CONTRACTOR TO PROVIDE OWNER r E ; �, 4 (E)TRUSS{2 TOTAL)WI Tigard, 97224 16d 6"OC, ; 518"0 FULLY THREADED ROD WITH ALTERNATE PRICING FORS @ if _i: c, �\, 118"x9"24F-V4 GLULAM OR 3 112"x9112" STAGG AT(E)2x `_ N,-,- l '' •-,- SET INTO(E)CONCRETE 16d @ 6"OC, { ';� (..----- VERSA LAM 2.0(ESR 1040)BLOCKING SUB-PURLINS v WALL W/EPDXY(4"EMBED) co STAGG AT(E)2x if- `,I� NN IN LIEU OF SAWN 4x BLOCKING. 2x10 x8'-0"EA SIDE OF(E) SUB-PURLINS _ 42: __�� 4, ....,_ __4x SISTER (E)ROOF SHEATHING (E)ROOF SHEATHING- TRUSS TOP CHORD A 4x10 ADJ TO SUB-PURLIN BTWN E)2x PLATE SIMPSON HDU2-SDS2.5 EA SIDE OF(E) Oflu /// //` /// 4x SISTER SUB-PURLIN H ASSEMBLY STAGGERED WALL&1ST PURLIN Wl HU46 EA END {E)SUB PURLIN ____ • (4 TOTAL)W/518"0 FULLY THREADED (CONN ( ) I I _ r HANGER TO WALL W/ 12 1!4"0 - / / ` 16d 8"OC EA SIDE, I I (E)SUB PURLIN ROD(HD AT OPPOSITE FACE OF xl 314"SIMP HEX HEAD TITEN SCREWS). - _IBJ @ ,',// �` `� I ,','/ SECTION B-B SUB-PURLIN SHOWN DASHED) STITCH(E)SUB-PURLIN TO(N)4x PER SECTION A A --- (10 MIN PER SIDE) / , �\N. I e'11C-7,-- , _ SECTION A-A - `� (2)-ROWS(6)-16d,2x A N z SCALE: 1 112"=1'-0" ESCAE:1 1f2"=1'-0" �_ (E)PLYWOOD I TYP Fri;a-- Pi TO SOLID BLOCK SOLID WOOD BLOCK AT __/ • / l B SHEATHING•---„,,,\ � ---:<:t,„: (E)NAILER t �;, — , $� HOLDOWN AS SHOWN 1 HOEDOWN,TYP ,'tib 1 • 1 Fo.....4r,L• -- =:_�- _ �:- ,I . SOLID BLOCK,RIPPED �� 1 PEER PNANWALL v ,] SECTION A•A TO FET TIGHT 4• X 4 y ... .: .. . /1\ , � B r MAX . ,r 1 a - . , f A 1 (E)PURLIN_________________/"_ (E)CONC WALL ' • PER PLAN • PER PLAN a • (E)PURLIN SIMPSON HDU5-SDS2.5 WI •";: " (DO (E)TRUSS PER PLAN ' PER PLAN (E)SUB PURLIN 518"0 FULLY THREADED ROD ./ 1 112 CLR MIN THRUW PER PLAN SET INTO(E)CONCRETE WALL ...•i BACOK SIT DE OF WALL- •WI EPDXY(4"EMBED) ° . < USE NON-IMPACT DRILL (E)2x SUB PURLIN PER PLAN ,, 6" •• . FOR LAST ONE-INCH OF TYP-STITCH(E)SUB-PURLIN PROVIDE BLDG PAPER BTWN MA.XHOLE DEPTH IF REQD TO(N)4x PER SECTION B-B 4x BLKG&CONC WALL PANEL °. . - ,5112" 5 112"THKJ� J, , THK VIF VIF WALL TIE AT SUB-PURLIN 6 WALL TIE AT TRUSS 2 SCALE: NONE S3.0 SCALE: 314"=1'-0" 53.0 SIMPSON HD5B EA SIDE OF SIMPSON HD5B EA SIDE OF(E) (E)GLULAM(2 TOTAL)W/ •• a (E)2x PLATE PURLIN&TRUSS(4 TOTAL)WI 5!8"0 FULLY THREADED ROD "" 518"D FULLY THREADED ROD SET INTO(E)CONCRETE • . ` PROVIDE NUT&PLATE - THRU (E)CONCRETE WALL WASHER AT EA FACE o ISSUE DATE: 05-03-2022 WALL W/EPDXY(4"EMBED) d.s (E)ROOF SHEATHING OF(E)WALL PANEL (E)ROOF SHEATHING ` ® DESCRIPTION DATE (E)ROOF SHEATHING Z • / / l• / / / / / / / / / •l /• / / -'''''‘.:75,,,,,\'' /• / i / r / / / / _/ / / m CLIENT REVIEW 04-29-2020 ' - 7 /C-`\------�i -r� a, f 5 BUILDING DEPARTMENT SUBMITTAL 05-03.2021 P- . .• . -(E)CONC WALL ,',' `�`� 1 •,',' L N PER PLAN //�/ .\.\ E /�/ •� .°. ,/ a N z . —PROVIDE PLYWOOD SHIM — — a- (112"THK MAX)AS READ TO MAINTAIN 3 112"MIN CLR DO NOT BLOW THRU BACK SIDE • . 6" (E)4x PURLIN PER PLAN -- - eJ DISTANCE BTWN PANEL OF WALL, USE NON-IMPACT '` _ DRILL FOR LAST 1 OF HOLE MAX �, - ����. - _--�. JOINT&THREADED ROD " � PROVIDE 2x SHIM EA L ; a. , DEPTH IF REQD a. SIDE AS READ TO • ALIGN ANCHORS 1 _-- ;; . '<;Th1 112"CLR MIN(DO " •''. • a NOT BLOW THRU } IA BACK SIDE OF WALL- 6` • USE NON-IMPACT DRILL 'N'''s------ -----(E)CONC WALL - . FOR LAST ONE-INCH OF (E)TRUSS PER PLAN • •• . PER PLAN HOLE DEPTH IF REQD (E)GLB PER PLAN ° " NOTE: 7 0 FOR BALANCE OF INFO ---s-- NOT SHOWN,SEE(2/S3.0 j, -JIB 5 1/2" 1/2" THK THK VIF VIF WALL TIE AT GLULAM 7 WALL TIE AT TRUSS AND PURLIN 3 SCALE: NONE S3.0 SCALE: 314"=l'-0" S3.0 a 0RucrURq N N ���.'D PROFEs PER PLAN mac.. <e7G 1 NEFp sio2 m / . •$PE/ `fir g z (E)4x LEDGER (E)2x PLATE 0 / o ATTACH EA END OF BLOCKING 4x6 BLKG FULL LENGTH OF (2)-SIMP A35 EA SIDE OF EA BLK, pr• 14 '`9 <~ a TO TOP CHORD WITH(2)-SIMP STRAP(OK TO INCREASE BLKG STAGG(4 TOTAL PER BLOCK), i . / \ tiErN D . 0 m A34(OMIT BOTTOM NAIL IN WIDTH TO ACCOMMODATE CONN TO PLYWOOD WI#6 x3/4" '. • / SIGNED:5/3/2021 (E)ROOF SHEATHING A34 TO TOP CHORD),TYP STRAP&HTT INSTALLATION) PANHEAD SCREWS,TYP / z I EXPIRATION DATE: 12-31-22 I �' • UNLESS SPECIFICALLY NOTED OTHERWISE ON PLAN OR DETAIL,THIS DETAIL SHALL m APPLY TO ALL HOLDOWN/WALL ANCHORS. ° °� _ 5 CI f / xpi1 / . l / / / • f __ / JOB NUMBER:17-0192-00 (BLDG D OBP) w 1 • WHERE APPLICABLE, INSTALL EPDXY ANCHOR(OR THRU-BOLT)PRIOR TO DRILLING ,.. . DRAWN: JA/SMA a HOLES THRU WOOD MEMBER. IF REBAR OR OTHER OBSTRUCTIONS ARE -_-• ,_/ 0, ENCOUNTERED,NOTIFY ENGINEER PRIOR TO PROCEEDING. DESIGNED: ERB 4 SIMPSON CMST16 STRAP WI(2)-ROWS CONN HTT4 TO . ' • . 2 • INSTALL HOLDOWN&TIGHTEN NUTS AS INDICATED: OF 16d SINKERS @ 6"OC,RUN STRAP STRAP W1 SIMP / CHECKED: KDO a CONT THRU OPEN WEBS-ADJUST I MSTD4(SEE GRAPHIC ..• ,a / SCALE: AS NOTED a STRAP!BLKG LAYOUT AS REQD TO FOR MORE INFO) / STEP 1 STEP 3 a INSTALL BOLTS OR SCREWS BACK UP INNER NUT AVOID WEB MEMBER DO NOT °� LLi �„ DAMAGE{E)WEB MEMBERS SIMP HTT4 CTRD ON MAX <' (E)CONC WALL E THRU CONNECTOR&WOOD TO LOCK CONNECTOR BLKG W1518"D FULLY THREADED a• PER PLAN SECTIONS AN D MEMBER IN PLACE ROD SET INTO(E)CONCRETE ./ ��' a . . ��Ta �_ WALL W1 EPDXY(6"EMBED) DETAILS ► illi I. •c>,./2) •0.2j ( _.------- . / o, 0 _.,, •s . . /,_— (E)BRICK VENEER ` WHERE OCCURS STEP 2 TIGHTEN ! F� `A U.'s-;,s E L A OUTER NUT '.�""� '�� ° a (E)TRUSS PER PLAN y \ ,-. ` o AT HD5B,Hb7B&HD9B,PROVIDE / • • / d WASHER BETWEEN INNER NUT& -. .1.4... / �' HOLDDOWN TO TIGHTEN AGAINST s HOLDOWN STIFF PLATES- TYPICAL SIMPSON MSTD4 INSTALLATION -. . ' m `o N 9 112" o, THK i VIF w .,,,icca TYPICAL HOLDOWN ANCHOR INSTALLATION s WALL TIE AT BLOCKING 4 ! S 3 0 . . ZS,- _ SCALE: NONE S3.0 SCALE: 3/4"= 1'-0" S3.0 4 N 2