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HomeMy WebLinkAboutPermit Building 2018-06-15THIS DRAWING SET APPLIES TC CEI! :NG ACCESS PLATFORMS AT THE 4TH FLOOR OF RIVERBEND MEDICAL CENTEk �N S''R�NGFIE�_D CIRHGON (iNL�. SHORING AND SHIELDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK, THESE DRAWINGS ARE NOT 3 1/16" FIKt-4ND INTENDED 1/2" 1/2" LIFE SAFETY 4" OR OSHA TO PROVIDE A MEANS OR METHODS OF CONSTRUCTION. THESE DRAWINGS ADDRESS STRUCTUF:AL REQ"JIREMENTS ONLY. THESE DRAWINGS DO NOT ADDRESS REQ'D INSTALLATION TORQUE ft -Ib ANY MECHAR'1CnL, ELECTP!C.nL, 2 3/4" 3 1/16" FIKt-4ND 25 1/2" 1/2" LIFE SAFETY 4" OR OSHA 5/8" REQUIREMENTS. DESIGN LOADS: A) DEAD LOAD: B) LIVE LOAD: 10 PSF 40 PSF OR 300# EXPANSION ANCHOR NOTES "EXPANSION ANCHORS" OR "WEDGE ANCHORS" SHOWN ON DRAWINGS SHALL BE HILTI KWIK BOLT TZ (KB -TZ) ANCHORS. INSTALLATION OF ANCHORS SHALL MEET ALL REQUIREMENTS OF ICC REPORT ESR -1917. PERIODIC SPECIAL INSPECTION IS REQUIRED PER ICC ESR -1917 AND 2014 OSSC SECTION 1704. HOLES SHALL BE DRILLED WITH CARBIDE -TIPPED MASONRY DRILL BITS COMPLYING WITH ANSI 8212.15-1994 & DUST AND DEBRIS SHALL BE REMOVED FROM THE DRILLED HOLE. THE ANCHOR MUST BE HAMMERED INTO THE PREDRILLED HOLE TO A DEPTH OF "h" (NOM) &THE NUT MUST BE TIGHTENED TO THE SPECIFIED TORQUE. ANCHOR O.D. d(a) BIT DIAMETER d(bit) EFFECTIVE MIN. EMBED. h(ef) NOMINAL EMBED. h(nom) MIN. HOLE DEPTH h(o) REQ'D INSTALLATION TORQUE ft -Ib 3/8" 3/8" 2 3/4" 3 1/16" 3 3/8" 25 1/2" 1/2" 3 1/4" 3 5/8" 4" 40 5/8" 5/8" 4" 4 7/16" 4 3/4" 60 3/4" 3/4" 4 3/4" 5 5/16" 5 3/4" 110 3/4" X 4" CS KB -TZ INDICATES HILTI KWIK BOLT -TZ ANCHORS INDICATES ANCHOR MATERIAL "CS" =CARBON STEEL "SS" =STAINLESS STEEL INDICATES EFFECTIVE EMBEDMENT = h(ef) INDICATES ANCHOR DIAMETER = d(a) SPECIAL INSPECTION AND TESTING THE OWNER OR OWNER'S REPRESENTATIVE SHALL HIRE AN INDEPENDENT INSPECTION AGENCY, APPROVED BY THE BUILDING OFFICIAL, TO INSPECT PORTIONS OF THE WORK REQUIRING SUCH INSPECTION. SPECIAL INSPECTIONS ARE SEPARATE FROM AND IN ADDITION TO REQUIRED MUNICIPAL AGENCY INSPECTIONS AND BUILDING PERMIT CHECK - OFFS. THE LIST BELOW SPECIFIES PORTIONS OF THE WORK REQUIRING SPECIAL INSPECTIONS. THE INSPECTIONS ARE DEFINED AS EITHER PERIODIC (P) OR CONTINUOUS (C) AS DEFINED PER 2014 OSSC, CHAPTER 2. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS AND TESTING AND PROVIDE REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OF RECORD AND THE PROJECT OWNER. REPORTS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF OSSC 1704.2.4. POST INSTALLED CONCRETE ANCHORS REQ'D INSPECTION, TESTING or VERIFICATION OSSC REF. STD. CON PER REMARKS YES INSPECTION OF ANCHORS 1909.1 ICC M X INSPECTIONS TO W o INSTALLED IN HARDENED �� a V EVALUATION N ~ W �' INCLUDE ITEMS � a CONCRETE 1 t W �z REPORT; ACI W � m � � W O LISTED WITHIN V � ' 1, � �,�R�CTURgI 318: N SFR S/O ������NG 2 �� 9r SPECIAL ��9�tal':=`����«tu. �� v OREGON Oj oy���� y 8 2oo�,Q? ti �OSEPN RENEWS:12/31119 �.�; � Date 05/17/18 3.8.6, 8.1.3, Scale As indicated INSPECTIONS -�{ � � � � 21.1.8 SECTION OF ICC c.� `� ° ~' ° ` EVALUATION b o ..� Y � � REPORT r A 6T ca nl w - VICINITY MAP Mak FN22r�Ri�FR PROJECT LOCATION: RIVERBEND HOSPITAL 3311 RIVERBEND DR. SPRINGFIELD, OR (4TH FLOOR) RIVERBEND DR. PILLAR CONSULTING GROUP, INC. 0 0 I 835 NW 23rd ST CORVALLIS, OR 97330 541-752-9202 W W W.PILLAR-INC.COM # Description Date M W o W a �� a V � � � N ~ W �' v � a � W �z Z W W � m � � W O W ID V � a �,�R�CTURgI N SFR S/O ������NG 2 �� 9r 81451 PE ��9�tal':=`����«tu. �� v OREGON Oj oy���� y 8 2oo�,Q? ti �OSEPN RENEWS:12/31119 Project # 2018006 Date 05/17/18 �O Scale As indicated 0 N r 1/2" DIA ROD HANGER ?ER 3 / S1 ' (2) 3/8" DIA SCREWS IN SNAPTOGGLE WALL �; ANrHnR (�_,6" PITCH �� N!l f 16 GA X 8" BENT 2.5" 1 ON ROD HANGER 2.5' 5/8" GYP -BOARD CONTRACTOR TO VERIFY (2) 7/16" DIA HOLES FOR 3/8" TOGGLE BOLT All All 111 rll 111 9/16" DIA HOLE FOR 1/2" DIA ROD 3/4" 3/4" I 1/2" DIA HANGER I ROD BEYOND I PER 3 / S1 I OR4/S1 I � � - P 1453 f UNISTRUT PER PLAN 1 1/4" 1 1/4" UNISTRUT PER PLAN 0' - 1 " MIN 1/2" DIA HANGER ROD BEYOND PER 3 / S1 OR4/S1 NUT P2864 P2864 NUT UNISTRUT PER PLAN 6 SEISMIC CONNECTION 4 UNISTRUT OVER EDGE UNISTRUT 2 UNISTRUT DIRECTLY TO HANGER s2 1 1 /2" = 1'-0" � s2 3.. _ 1'-0., S2 3.. = 1'-0.. I I I I I I I I �� ��� @ INTERIOR PERF- II � ����- O GRIP SPLICE �`--' (WHERE OCCURS) 5 s2 PLANK TO UNISTRUT 3" = 1'-0" 3/8" DIA BOLT (2) PER PLANK PERF -O GRIP BOLT SEAT @ EA BOLT � PERF -O PLANK PER PLAN UNISTRUT PER PLAN P1063 WASHER NUT P1010 CHANNEL NUT 3 s2 1/2" DIA HANGER ROD BEYOND PER 3 / S1 � � OR 4 / S1 I I I (2) 1/2" DIA BOLTS II I I ,— P2864 UNISTRUT PER PLAN UNISTRUT PER PLAN P1737 1/2" DIA BOLT UNISTRUT UNDER EDGE UNISTRUT 3" = 1'-0" � 1/2" DIA HANGER I ROD BEYOND I PER 3 / S1 OR 4 / S1 I 3/8" DIA BOLT j (2) PER PLANK I I PERF -O GRIP I �BOLT SEAT @ EA BOLT � PERF -O PLANK PER PLAN UNISTRUT PER PLAN NUT AND WASHER PLANK TO EDGE UNISTRUT 3" = 1'-0" PILLAR CONSULTING GROUP, INC. 0 0 I 835 NW 23rd ST CORVALLIS, OR 97330 541-752-9202 W W W.PILLAR-INC.COM # Description Date M O Z Q O J V a � � N H w � v z J a � a � Z Z W W � m � W � w W � � Q �,�TURq� ����.D PRp���,� 4�5 tiN0'�N��R ���� (;y 81�45�C1'PE s' d 3LtdL�iZL �}Lt�IZt2Etd'i v J OREGOJN c�j C,�;�vV< �, 8 Zao�a�� `�OSEPN � RENEWS:12/31l19 �� Project # 2018006 Date 05/17/18 �� Scale As indicated 0 0 U s �c) 8" SLAB W/MILD STEL REINFORCING ° a 1/2" DIA X 3-1/4" EMBED HILTI KB -TZ. '' � � � IF EXISTING REBAR IS %'a =�° HIT, STOP DRILLING ° � `=g AND MOVE TO NEW . - � � a LOCATION a � '- \° - ) (;vNTRACTOR TO VERIFY ADEQUATE PROJECTION OF HILTI TO REACH MINIMUM THREAD LENGTH AT COUPLER SIMPSON CNW1/2 COUPLER 01/2" A36 ROD HANGER @ 32" OC CONNECTION L �� I OPTIONS: UNISTRUT P3001T 4 3 2 1 (SPLICE W/ P1067 S2 S2 S2 S2 CENTERED BTWN ROD HANGERS @ 64" OC MIN) ALT CONNECTION DETAIL CONTRACTOR TO REMOVE GYP- (E) METAL BOARD FOR S/LTT INSTALLATION & STUD REPLACE GYP -BOARD OVER S/LTT WALL ALL WALLS THAT ARE PART OF A SMOKE OR FIRE BARRIER SYSTEM SHALL BE TREATED AS REQUIRED BY THE BUIDLING CODE TO MAINTAIN THE FIRE RATING PROPERTIES. JAMB NUT O/ STANDARD NUT O/ STANDARD CUT WASHER SIMPSON S/LTT20 W/ (8) #10 SELF- - DRILL SELF -TAPPING SHEET METAL SCREWS TO STUD @ EA STUD - 16" O.C. '� 1/2" DIA. A36 ROD HANGER INDICATES @ EA STUD - 16" O.C. CONNECTION PER 3 / S1 @ 16" OC MAX OR PER 4 / S1 @ 32" OC MAX CONNECTION OPTIONS: UNISTRUT P3000T CONTRACTORS OPTION: (SPLICE W/ P1067 1. 13 GA 3 -HOLE PLANK PER PLAN 4 3 2 1 CENTERED BTWN OPTION 1 S2 S2 S2 S2 ROD HANGERS @ 2. UNISTRUT P1001T @ 24" O.C. 48" OC MIN) PER PLAN OPTION 2 3 CONNECTION DETAIL S2 TOGGLE ANCHOR NOTES TOGGLE ANCHORS SHALL BE SNAPTOGGLE HEAVY-DUTY HOLLOW -WALL ANCHORS TYPE "BC" BY TOGGLER ANCHOR SYSTEMS. ANCHOR BOLTS SHALL BE 3/8"-16 X 1.5" MINIMUM. HOLES IN DRYWALL SHALL BE DRILLED TO 3/4" DIAMETER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ANY HOLES IN WALLS THAT ARE PART OF A SMOKE OR FIRE BARRIER SYSTEM SHALL BE TREATED AS REQUIRED BY THE BUIDLING CODE TO MAINTAIN THE FIRE RATING. 9'-0" MAX 2" x13GA 5 -HOLE PERF -O PLANK BY GRATING _ PACIFIC PROVIDE SEISMIC —ANCHORAGE @ - 32" OC AT EA SIDE � PER 6 / S2 UNISTRUT P1001T�a 24" OC PLAN OPTION 2 (E) META STU WAL (E) METAL STU D WALL INDICATES CONNECTIO PER 3 / S1 @16"OCM OR PER 4 / @32"OCM 9'-0" MAX 2"x13GA 3 -HOLE PERF -O PLANK B L GRATING PACIFIC D (9' MAX SPAN) L N AX S1 AX UNISTRUT PER 3 / S1 OR 4 / S'i PROVIDE SEISMI ANCHORAGE C 32" OC AT EA SIC PERE/S. PLAN OPTION 1 (E) METAL STU D WALL INDICATES CONNECTION PER 3 / S1 @ 16" OC MAX OR PER 4 / S1 @ 32" OC MAX PILLAR CONSULTING GROUP, INC. O O I 835 NW 23rd ST CORVALLIS, OR 97330 541-752-9202 W W W.PILLAR-INC-COM # Description Date .-. M � N Q � � Z W a o J F- a v N � W ~ V N �/� Z �/ Q U Z � Z Z W W N m � J >� � � a �,�RUCTURgI ����D P R O�Ess ��\� �CNGINEF9 /�'L � 81451 PE 9� �i9ita�cSi.9nuEuze v OREGON v� O•Sti✓(i� y s Zp00aQ'� `SOS EPH � RENEWS: 12/31119 Project # 2018006 Date 5/17/18 S1 Scale As indicated 0 s V a 0 0