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Home My WebLink AboutTEMP017 84aVCP1R41, i 440 L 07' • ABBREVIATIONS CTRIICTIRA' NOTES 714D.W.44 son wia-lR} A B ANCHOR BOLT R PLATE ARCH. ARCHITECTURAL FL PLATE GFNFRAI PP. PARTIAL PENETRATION 3S B.F. BRACED FRAME P.T. POST-TENSIONED (AT CONCRETE) I. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1998 'OREGON gi11S,.< Fy@ 8.0. BOTTOM OF P,T PRESSURE TREATED (AT WOOD) STRUCTURAL SPECIALTY CODE" (1998 OSSC), AS A MINIMUM STANDARD OF PERFORMANCE. BOT. BEARING P/T POST-TENSIONED 2. THE CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS AND ELEVATIONS ON THE BS, BOTH SIDES REIN"' REINFORCED STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS ANO SHALL NOTIFY THE ARCHITECT OF ANY BTWN. BETWEEN REINFORCING DISCREPANCIES OR INCONSISTENCIES, PRIOR TO STARTING CONSTRUCTION. n REINFORCEMENT 3. THE CONTRACTOR SHALL COORDINATE ALL BRICK VENEER, OPENINGS. SLEEVES. INSERTS, DRAINS. SLOPES, DEPRESSED AREAS, AND RELATED EQUIPMENT WITH ALL OTHER DRAWINGS. CL CENTERLINE 4. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO a CMU CONCRETE MASONRY UNIT S.A D. SEE ARCHITECTURAL DRAWINGS NOT INDICATE THE METHOD OF CONSTRUCTION, UNLESS OTHERWISE NOTED THE CONTRACTOR COL. COLUMN SCROD. SCHEDULE SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN CONC. CONNECTS SECT. SECTOR AND OTHER PERSONS AND PROPERTY. THE CONTRACTOR SHALL ENGAGE, AT HIS OWN EXPENSE. CONS CONS. CONNECTIONS SIMILAR OUAUFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT CONY.. CONSTRUCTION SPO.. SQUARE CONTINUOUS SPECS. SPECIFICATIONS SAME AT JOBSITE. o CSK COUNTERSINK STO. STANDARD C,P. COMPLETE PENETRATION STIFF. STAGGERED DESIGN IOM4 q C.LP. CAST IN PLACE SWIM. STIFFENER SYMbI. SYMMETRICAL I. ROOF LIVE LOAD - 25 PSF DST. DETAIL 3. WIND LOAD - ON MPH ,EXPOSURE B. 1998 OSSC DI DIAMETER T&8 TOP AND BOTTOM 3. UDG SEISMIC ZONE 3 DIM, DIMENSION TO.C. TOP OF CONCRETE 4. THIS PROJECT INCLUDES VOLUNTARY WORK TO UPGRADE THE LATERAL FORCE RESISTING DWG. DRAWING TYP. TYPICAL SYSTEMS OF THE EXISTING STRUCTURES, THE 1998 OREGON STRUCTURAL SPECIALTY DO DITTO(SAME) T.O. TOP OF CODE WAS USED AS A GUIDE FOR THIS WORK, COMPLETE CONFORMANCE TO THE CODE IS NOT INTENDED. 1111$/'Salmon T.0.5. TOP OF STEEL SEW100 EA, EACH T.O W, TOP OF SLAB (AT CONCRETE) BTR:IOTURAI ENONFFR'S APFCIAL INSPECTION PROGRAM Portland,OR 97105 ., E.F. EACH FACE LO.W. TOP OF WALL EL. ELEVATION Tel 5031111121 4 E.N. EDGE NAILING U.O.N. UNLESS OTHERWISE NOTED GENERAL E5. EACH SIDE Fay JOJ 211 2077 E.F. EACH FACE VERY VERTICAL 1, SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 1998 OREGON STRUCTURAL A E.W. EACH WAY V,LF. VERIFY IN FIELD SPECIALTY CODE . EXT. EXTERIOR 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE Z E (El EXISTING W.P. WORK POINT COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE EXIST. EXISTING W.S. WELDED STUD PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. ppq W.W,F. WELDED WIRE FABRIC 3. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: W(I''n FIN. RR, FINISH FLOOR A. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREEMENT PROVIDED BY THE eA�rvn RO.C. FACE OF CONCRETE LOCAL JURISDICTION uY m $ F.S. FAR SIDE B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE pp FTC, FOOTING APPROVED CONSTRUCTION DOCUMENTS ALL DISCREPANCIES SHALL BE BROUGHT TO t# A&ba',t, F.W. FILLET WELD THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF I arr T� N n 6 G.P. FULL PENETRATION UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. r!$$ C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION i ## GA. GAUGE TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER. CONTRACTOR AND(OTHER I • L. 3 CALM. GALVANIZED DESIGNATED PARTIES), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE G.L.• G.L. GRID LINE CONSTRUCTION MEETING, R D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK ,�n�A - H D HOLD DOWN REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S III +w� HORIZ. HORIZONTAL KNOWLEDGE, IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS N.S.B. HIGH STRENGTH BOLTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE MSC. TNT. INTERIOR 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO, I� CONSULTANTS LD. INSIDE DIAMETER A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE SUCH INSPECTION, I LLM LONG LEG HORIZONTAL B, ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED LLV LONG LEG VERTICAL UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL, MAX. MAXIMUM C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED CONSTRUCTION M.B. MACHINE BOLT DOCUMENTS, INCLUDING SHOP DRAWINGS, AT JOBSITE MUCH. MECHANICAL D. MAINTAIN AT THE JOBSITE COFIES OF ALL REPORTS SUBMITTED BY THE SPECIAL W MIN. MINIMUM INSPECTOR. MIBC. MISCELLANEOUS 6. DEFINITIONS MPCW METAL PLATE CONNECTED WOOD A. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME Q INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION w N.LC. NOT IN CONTRACT IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS, 1'^ Q N,S. NEAR SIDE T. TYPES OF WORK THAT WEIR SPECIAL INSPECTION 0 w %a 0 - (N)S NEWT TO SCALE 1. ADHESIVE ANCHOR INSTALLATION PER ICBO EVALUATION REPORT OR EQUIVALENT- CONTINUOUS ate. FRAMING I IIMPFR �CO WM tt "4 0 C. ON CENTER r E� QQ O.D OUTSIDE DIAMETER q+Q tit 0 H I.OPPOSITE HAND FRAMING LUMBER GRADES - 1998 WWPA GRADING RULES - STRESS VALUES SHOWN ARE BASE U. Z.. OPNG. OPENING MEMBER2 4 STUDS VALUES. 4T`�^ �11,1; 1"'" PD.F. POWER DRIVEN FASTENERS (NON BEARING PARTITIONS) CONST GRADE, D.FIR/LARCH, S.DRY, Fb41000 ^ e STRUCTURAL LIGHT FRAMING NO. 2, D.FIR/LARCH, S.DRY, F6 975 STRUCTURAL JOISTS&PLANKS r,,,4 {{ayy in (INCLUDES 2x6 & 2,8 STJDS) NO 2. DFIR/LARCH. SDRY, FB 87S (,� N.~ � 4x & 3x MEMBERS NO, 1, D.FIR/LARCH, S.CRN, Fb-1000 Z OD I.; POSTS & TIMBERS NO. 1, D.FIR/LARCH, S.GRN, Fb-1200 AAA 4x & 3%MEMBERS IN EXPOSED LOCATIONS SHALL BE FREE OF WANE AND SELECTED FOR APPEARANCE 3. PLYWOOD SHEATHING A, GRADES- 0 1. WALLS -- 1/2", 'C-D'. STRUCTURAL 1, INDEX 32/16, INTERIOR APA WITH EXTERIOR GLUE B. NAILING REQUIREMENTS I. NAIL SIZE -- USE 0.145 X 2 1/4' GUN NAIL 2. SPACING - SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS a. PANEL EDGES 6" 0/C b, INTERIOR BEARINGS - 12' 0/C - WALLS ® SHEET NNE K. GLUE LAM BEAMS SHEAR COLLECTORS &ETC---- 6' 0/C 3. PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. 4, SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. 4. JOIST HANGERS AND FRAMING CONNECTORS DETAILS ARE SHOWN WITH SIMPSON `STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICB0 RESEARCH RECOMMENDATIONS TO ACHIEVE FULL 1060 APPROVED LOADS. THE MAXIMUM GAP BETWEEN I END OF JOIST AND SUPPORTING BEAM SHALL BE 1/4". SUBSTITUTIONS MUST BE APPROVED BY THE I ARCHITECT AND HAVE IC60 APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THE S:MPSON 'STRONG-TIE" CONNECTORS. L_ NOTCH NG AMD OR LI LNG FRAM NG MEu6ERc I THE CONTRACTOR IS CAUTIONED ABOUT DRILLING AND NOTCHING OF STUDS, PLATES, JOIST AND OTHER I FRAMING MEMBERS, THE FOLLOWING SHOULD BE USED AS A GUIDE: I. CONTRACTOR IS CAUTIONED NOT TO DRILL OR NOTCH MEMBERS WHICH HAVE SPECIFIC DETAILS FOR I SPLICING BUTT JOINTS, SUCH AS TOP PLATES, LEDGERS, ETC. CONTRACTOR SHALL CONSULT I MTB 0EI1t04 WITH ENGINEER FIRST. PERMIT SET 2. CONTRACTOR SHALL CONSULT WITH ENGINEER BEFORE NOTCHING OR DRILLING ANY BEAMS, PURLINS, JOISTS, COLUMNS OR OTHER FRAMING MEMBERS. I CHEEK lLQ 3. DRILLING AND NOTCHING OF WOOD STUDS. I DRAWN BY: SOH A. NOTCHING OF STUDS SHALL BE WITHIN 2'-6" FROM THE ENDS OF IRE STUDS, BUT NO CLOSER THAN 1'-0" OF THE ENDS. MAXIMUM DEPTH OF NOTCH SHOULD BE ONE INCH (1'). NO NOTCHING IN THE MIDDLE PORTION OF THE STUD LENGTH. PROJECT 10J1+1 B, DRILLING IS PERMITTED ANYWHERE ALONG THE LENGTH OF THE STUD. MAXIMUM HOLE DIAMETER 1/4 TIMES THE STUD SIZE AND THE EDGE OF THE HOLE SHALL BE AT LEAST ONE AND ONE-HALF INCHES (1 1/2") FROM THE FACE OF THE STUD. DRILLED HOLES SHALL BE SPACED AT LEAST SIX INCHES (6") APART AND AT LEAST SIX INCHES (6') FROM ANY KNOTis. 5i