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Plans (3)BUP2013-00020 GENERAL NOTES TI -{ESE PLANS FOR TENANT IMPROVEMENT ONLY 2. THE PROJECT DOCUMENTS ARE OF LIMITED SCOPE, PREPARED 5Y THE ARCHITECT AT THE OWNER'S REQUEST TO E5TA5LISH MINIMUM GUIDELINES FOR CONSTRUCTION OF THE PROJECT IN COMPLIANCE WITH THE APPLICABLE GOVERNING BUILDING CODES AND REGULATIONS. WHERE MATERIALS, ASSEM5LIE5, EQUIPMENT, FIXTURES, AND SYSTEMS ARE NOT SHOWN DIAGRAMMATICALLY, IT IS THE RE5PONSI5ILITY OF THE GENERAL CONTRACTOR TO DETERMINE SPECIFIC LOCATIONS, PROVIDE SPECIFIC MATERIALS AND DETERMINE CONSTRUCTION DETAILING, ALL IN COMPLIANCE WITH APPLICA5LE BUILDING CODES, REGULATIONS, AND INDUSTRY STANDARDS FOR MATERIALS AND METHODS OF INSTALLATION. IT 15 THE CONTRACTOR'S RESPONS151LITY TO ASSURE THAT ALL CONSTRUCTION IS IN COMPLIANCE WITH APPLICA5LE CODES AND REGULATIONS, 3_ THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES AND SEQUENCES OF CONSTRUCTION INCLUDING J05 SITE SAFETY_ THE ARCHITECT HAS NO RE5PON5151LITY FOR' THE MEANS, METHODS, TECHNIQUES OR SEQUENCES OF CONSTRUCTION INCLUDING J05 51TE SAFETY_ 4_ THE WORK UNDER THIS CONTRACT/PROJECT 15 TO INCLUDE ALL THE LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECESSARY FOR AND REA50NA5LY INCIDENTAL TO THE COMPLETION OF ALL CONSTRUCTION WORK IN CONNECTION WITH THE DOCUMENTS_ 5_ APPL ICA5LE CODES ON MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE AND APPLICABLE STATE AND FEDERAL SAFETY ORDERS_ ALL REFERENCES TO CODES, SPECIFICATIONS, AND STANDARDS SHALL MEAN AND ARE INTENDED TO SE THE LATEST EDITION, AMENEX ENT AND/OR REV15ION OF SUCH REFERENCE STANDARD IN EFFECT_ 6_ EACH SU5-C0NTRACTOR (OR THE GENERAL CONTRACTOR WHEN HE 15 PERFORMING SPECIFIC PORTIONS OF THE WORK) 15 CONSIDERED A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO PERFORMANCE OF WORK, NOTIFY THE GENERAL CONTRACTOR AND ARCHITECT OF ANY WORK CALLED OUT ON THE DRAWINGS IN HIS TRADE THAT CANNOT SE FULLY GUARANTEED OR THAT DOES NOT MEET CURRENT LOCAL BUILDING CODES- -7, THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE PHYSICAL CONDITIONS OF THE SITE_ NOTIFY THE ARCHITECT OF DISCREPANCIES PRIOR TO START OF WORK. 5_ DIMENSIONS ARE FROM FACE OF FINISH MATERIAL_ 9_ PATCH AND REPAIR ALL EXISTING WORK DAMAGED BY NEW WORK TO EXISTING CONDITION OR NEW CONDITION, WHICHEVER 15 APPROPRIATE_ 10. EACH SUS -CONTRACTOR MUST REFER TO DIAGRAMMATIC PLANS AND SECTIONS AND MUST COORDINATE THEIR WORK WITH ALL TRADES TO AVOID CONFLICTS_ 11. DOOR HARDWARE SHALL MEET THE REQUIREMENTS OF SECTION 10043 - OREGON STRUCTURAL SPECIALTY CODE AND SHALL ESE EITHER A LEVER OR PANIC TYPE REQUIRING ONLY A SINGLE MOTION TO OPEN_ KEY -LOCKING HARDWARE MAY SE USED ON THE MAIN DOOR OF S, F, M OR 5 OCCUPANCIES ONLY, WITH THE UNLOCKED DOOR FREE TO SWING WITHOUT OPERATION OF ANY LATCHING DEVICE AND A READILY VISIBLE DURA5LE SIGN POSTED ON THE EGRESS SIDE IMMEDIATELY ABOVE THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED THE SIGN SHALL 5E IN LETTERS 1" HIGH ON CONTRASTING 5ACKGROUND_ 12_ PROVIDE TEMPERED GLAZING AT WINDOWS 4 RELIGHTS PER SECTION 2406 - OREGON STRUCTURAL SPECIALTY CODE_ TOP OF RELIGHT FRAMES TO MATCH TOP OF DOOR FRAMES_ 13. VERIFY KEYING REQUIREMENTS WITH TENANT AND LANDLORD_ o � JD lJ 1.L1J11 1 U t -J -j tkly 14. STRUCTURAL ENGINEER TO REVIEW ROOF LOADING CAPACITIES PRIOR TO PLACING ANY NEW ROOF TOP MECHANICAL UNITS_ SUBMITTAL REQUIRED. 15, PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL FLUM51NG WALLS AND AT WALLS ADJACENT TO LAVATORIES AND TOILETS_ 16. PROVIDE LEVER PASSAGE SET W/OCCUPIED INDICATOR/BOLT- L9496 - Ii5XL583-363X EMERGENCY COIN TURN CYLINDER 09-900X XL12-196 X 10-012 li. PROVIDE R-15 INSULATION AT NEW OFFICE/WAREHOUSE Q WALLS, AND AT EXTERIOR FURRING. PROVIDE R-19 ON CEILINGS_ PROVIDE VAPOR BARRIER AT �► OFFICE/WAREHOUSE WALLS AND FURRING ON WARM SIDE OF SPACE_ PROVIDE 31/2" UNFACED BATT INSULATION AT ALL M--� WALLS ADJACENT TO NEW TOILET ROOMS. IS. PROVIDE FIRE EXTINnUIS�4ERS AS 19. PROVIDE HVAC W/20 CFM OUTSIDE AIR PER OCCUPANT AT OFFICE AREAS_ 20_ MECHANICAL, ELECTRICAL AND PLUMBING 5Y SEPARATE PERMITS- ERMITS.21. 21,MAINTAIN 10096 FIRE SPRINKLERS PER F.M_O_ 4 LATEST EDITION OF NFPA PAMPHLET 013- 22- FIRE SPRINKLERS TO BE LOCATED IN THE CENTER 2'-0" X 2'-0" CEILING TILES OR IN THE CENTER OF EITHER HALF OF A 2-'0" X 4'-0" CEILING TILE_ KEY PLAN NOT TO SCALE CODE SUMMARY GENERAL BUILDING DESCRIPTION: G=ENERAL OFFICE/WHSE MANT SPADE NUMBER OF STORIES: 1 (W/1,100 S.F. 2ND FLOOR OFFICE) TENANT SIZE: GROUND - 20,000 BF.t 2ND - 1,100 51=_t CONSTRUCTION TYPE: 111-8 OCCUPANCY (THIS TENANT): B d 6-1 FIRE SPRINKLERS: 10096 COVERAGE BUILDING PRIMARY OCCUPANCIES OF BUILDING: (6-1 E F-1) BUILDING SIZE: 64,500 SF_t (INCLUDING 1,100 SF_ OF 2ND FLOOR OFFICE) FIRE SPRINKLERS: 100% YARDS: 60'-0" + EACH 61DE FIRE SEPARATION REQ'D : NO (UNLIMITED AREA PER 055C 5013 W/BUILDING OFFICIAL APPROVED EXCEPTION FOR 1,100 SF_ 2ND FLOOR OFFICE AREA) PAGE INDEX P, A-1 KEY PLAN A-2 GROUND FLOOR & SECOND FLOOR PLAN A-3 GROUND FLOOR & SECOND FLOOR REFLECTED CEILING PLAN S-1 NOTES AND PLANS S-2 PLANS CITYV OF' TIGARD S3DETAILS Approved "••••r*,....ww r.rrtoo Conditionally Approved..........»wr See Letter to: FoIIow..rrrrwwwrrearrrrr Attached .»rwrrrrwrwwwrww Permit Number: Address: M By: Date: OFFICE COPY ,approved plans shall he on job site. 0I/4/13 (dl/Iro/13 0I/23/13 FOR PERMIt OBA *129m z x <i T 2 b "MAX 8"MIN c��E KNEE cE 11 "MIN cam► cn c 2 TOILET ROOM D; 1( A 0011%) T 36" MIN 36" MIN 1 12 12„ MIN' MIN I 39"-41 12" 42" MIN TOILET PAPER Air r-- �---1 z a� m = r QMP W0T T ETAILS 0 0 TS MEZZANIN 01 DN EXISTING— TREADS TO REMAIN t..��. A DN OFFICE O OLF_ = 1001 105 SF. / 100 = 2 OCCUP_ ES./ E 'E# E.L. E -------------- E `�- _ CONE. 05 BREAK ROOM E@= 201169 sF_ / IS O.LF. = 100 N , 12 OCCUF_ 114 SF. / 100 --------- ' of 2 OCCUP, SECOND FLOOR PLAN F_ dX _ @ �W I'D W ,t) - z 6„ MAX 42'1 2" ' -1, MAX. TOILET ROOM — 204. 114lia1'-��� EXISTING RAMP LEGEND EXISTING WALL TO REMAIN - ' • r '� vITTI I��I • EXISTING O.G. W/Ns" GYP, BD. EACH SIDE NEW SOLID GROUT CMU WALL -5EE STRUCTRUAL NEW GUARD RAIL O3'-6" AFF_ EXISTING— TREADS TO REMAIN t..��. A DN OFFICE O OLF_ = 1001 105 SF. / 100 = 2 OCCUP_ ES./ E 'E# E.L. E -------------- E `�- _ CONE. 05 BREAK ROOM E@= 201169 sF_ / IS O.LF. = 100 N , 12 OCCUF_ 114 SF. / 100 --------- ' of 2 OCCUP, SECOND FLOOR PLAN F_ dX _ @ �W I'D W ,t) - z 6„ MAX 42'1 2" ' -1, MAX. TOILET ROOM — 204. 114lia1'-��� EXISTING RAMP LEGEND EXISTING DOCK NORTH T EXIT I - -------------------------------------------.- - - - _--__ �__ -� _- ______�___ _-I �-_ _�_------11 EL_j Lj�i� E.S./ —i. III 1 1 NEW VERTI NEW V AL- -0 .3 " - EL. UP DOORS STAGING L IFT,­_I-!D_ DOORS V@ "'— � 1 t III i I I i EXIT Lu II III II II III 11 22'-0" 8'-0" 20'-10" EL. I I 49 COO Iii F I I b'-0" HIGH CHAIN LINK PROVIDE PUSH E�Sj i i 119 III 118 I I i i i —5AR PANIC DEVICE EL_ T F' I III I I I I (15Y TENANT - (BY TENANT - FENCE. VERIFY ON CHAIN LINK FENCESAW CUT FOR NEW CONFIGURATIONEPRE PERMIT) --� I I SEPARATE PERMIT) 3 -0 X 71'-0" MAN DOOR III I i EXIT ';; -SEE STRUCTURAL I I 1 11 I —� T F==:9 F==:9 I I III I I I I I it I I I I I I III I I 1 I I I I I uj I I I I I I I I I I I I I 1 L-- -------------- J 11---- i ------ 11 F---------------------------- —------------------- — I II I I I I I I II I I—Q-=-a @ it i it i II i i I I I I I I I I I I I Z I (P I I I I i 1 r— ___ E_ TRAVEL DISTANCE = 120'-0" SHO O.L.F. = 200 3,133 SF. / 100 L --- �===� 2 Occup. Q I I I I I f I I I_ PRODUCT i to i i i i iaii0 i 4'-g�� r ,� i �--p- i I i t� i i t0 1 --� I I I 1 1 I 'WAREHOUSE i Z i 1 0 1 I 11 I I �-- ----------------------------, i i I I 11 0 1 �� O_LF_ = 500 I I I I I to I I V t i LL 1 I z l l z I 1 1 I I I b,933 S.F_ / 500 1 i 1 I I Q I I Q I I RADIANT HEAT I 0 I = 14 OCCUP_ F- �_� �----J I ------------ -9 I I I U- 6'-0" HIGH CHAIN 1 1 9 LINK FENCE - 0 Z I I 1 -4 I I O O O 1 0 1 2 10 1 1 1 0 1 VERIFY 0 UPI CONFIGURATION I II STAGING 11-1 O.LF_ = 500 I 1 I I I I I i I—===-1 L ---J I L--JL--J m I 2 1 5,138 = S.F_ / 50 11 OCCUP. I iti S I------------- 1UP 1 10I I I I II I I II I L I I } I �` I i �� I I �� I TRAVEL DISTANCE = 15-1'-0" I I I I i ii —I. T I j.._ i i i i mm" lo r' u I CROSS HATCH I I I I I I I I I I I I I I =TUNNEL PASSAGE IN RACKING 1 —� L— i __ L----- — n----- _—--= F== I------------------� F_F=== tQ (TYP) F _---------� I 1 I I I I I I I I I I I I @ I I I I I I I I I I I I PROVIDE PUSH BAR PANIC I I I I I I I I I I I I I DEVICE ON ( NEW 11/2" DIA_ STEEL PIPE i I I I I I I I I I I I I CHAIN LINK FENCE I STA I RS dib E It EAd Ad I 108 E.SJ +39„ E E E E HANDRAIL5. TOP �,- �� �___� E.L_ OFFICE OFFICE uP OF GRIPPING SURFACE Es- TENANT'5 RACKING (BY c---� &'-0" HIGH CHAIN ; I E� 105 104 �`~' 34"-38" AE30VE STAIR LINK FENCE -NOSING AND WALKING-� SEPARATE PERMIT) VERIFY CONFIGURATION L _ _ _ J E I O.LF_ = 100 o LF. = 100 RECEPTION SURFACE. CLEARANCE 151 SF_ / 100 122 SF. / 100 10) - ----------7---------- ---------- ----------7----------7----- -- -----------�i N = 2 OCCUP_ = 2 OCCUP_ R �. BETWEEN HANDRAIL AND 1 i i 11 1 I I I 11 11 i i i i I COMMON PATH OF TRAVEL = 91' -6" UP E -H } 11 11 11 11 MAC4-�INEw It 11 11 1t — ! i — — — — — — — — — — — — E = ADJACENT SURFACES r HALLWAY SHALL BE 11/2" MIN_ 1 II II II II II II II II � �� � �� 1 CADET WALL A WAY �~° L-�---------- E ---------- ll ---------- a--------- ll ---------- ll---------a----------JJ I 31-011 X 41-011— @ Ems' = ., I HEATER - TYP. 10 E.L. E.L, RELITE (TYP) cA 11 �0 09 E.51 E_LN 1 i I MODIFY EXISTING STEEL WAITINGEXIT E_LJ GUARDRAIL AT HEIGHT JN N N I I _ _ 1 �4 00 ABOVE 30" AS NOT TO r JL ALLOW PASSAGE OF A COMMON PATH OF TRAVEL 15' 6' — — — — — — — ! - � L--� � �� RIVER'S ROOM OFFICE*4611 E SPHERE 4" IN DfAMETER. Oil I C I OFFICE OFFICE � ROOM 0 ; _ _ 1 P O.LF_ = 15 @ 113 112 111 343 S.F_ / 100 1 I I 161 sF. / 15 F_ = 1 0 - ' O.LF_ = 100 O,LF. = 100 O.LF. = 100 1 _ _ „ OL 0 , cv = 4 OCCUP_ I 1 I 4 -@ = 13 OCCUP. 112 sF_ / 100 / MENS � ----------------11�`----------------------------------------------------------------� -- 108 Sr__ / 10� 106 SF_ / 100 108 SF_ / 100 (sEE StRuctuRAL) 1 1 = 2 ocCUP_ 1 I �WOM S RAMP UP I I I I I I I I I I I I I I I I = 2 OCCUP_ = 2 OCCUP. = 2 OCCUP. I j— —1 ti 102 I (E_Sj 11 11 11 II MACHINES II 11 n u I I I �` �i 6„ E L. I r J E E E E / 4(-1 EXIT�j ---------------JL----------- ------------11----------I----------I----------I------- - — — t � hd�J M U 131-43411 91_43/4if RELOCATED DRIVER DROPBOX AND ROLL -DOWN SECURITY DOOR. PROVIDED 5Y TENANT AND INSTALLED 5Y CONTRACTOR GROUND FLOOR PLAN 1/8" = 1'-0" NORTH 01 /4/13 ml/16/13 01/23/13 FOR PERMIT OBA "1291 OF 6 EXISTING WALL TO REMAIN EXISTING WALL TO 8E REMOVED NEW WALL - 6" METAL STUDS '824" O_C_ WITH I" GYP. BD_ EACH SIDE NEW WALL - 31/2 " METAL STUDS a 24" O.G. W/Ns" GYP, BD. EACH SIDE NEW SOLID GROUT CMU WALL -5EE STRUCTRUAL NEW GUARD RAIL O3'-6" AFF_ E EX15TINGc DUPLEX ELECTRICAL OUTLET NEW DUPLEX ELECTRICAL OUTLET_ BOTTOM OF COVER PLATE TO 5E AT 15" AFF, E EXISTING 4 -FLEX ELECTRICAL OUTLET NEW 4-PLEX ELECTRICAL OUTLET. BOTTOM OF COVER PLATE TO BE AT 15" A.FF_ E EX15TING MUDRING AND PULL WIRE FOR TENANT PROVIDED PHONE AND DATA WIRING_ NEW MUDRINGc AND PULL WIRE FOR v TENANT PROVIDED PHONE AND DATA WIRING_ BOTTOM OF COVER PLATE TO BE AT 15" AFF. NOTE: VERIFY ALL POWER AND DATE REQUIREMENTS WITH TENANT EXISTING DOCK NORTH T EXIT I - -------------------------------------------.- - - - _--__ �__ -� _- ______�___ _-I �-_ _�_------11 EL_j Lj�i� E.S./ —i. III 1 1 NEW VERTI NEW V AL- -0 .3 " - EL. UP DOORS STAGING L IFT,­_I-!D_ DOORS V@ "'— � 1 t III i I I i EXIT Lu II III II II III 11 22'-0" 8'-0" 20'-10" EL. I I 49 COO Iii F I I b'-0" HIGH CHAIN LINK PROVIDE PUSH E�Sj i i 119 III 118 I I i i i —5AR PANIC DEVICE EL_ T F' I III I I I I (15Y TENANT - (BY TENANT - FENCE. VERIFY ON CHAIN LINK FENCESAW CUT FOR NEW CONFIGURATIONEPRE PERMIT) --� I I SEPARATE PERMIT) 3 -0 X 71'-0" MAN DOOR III I i EXIT ';; -SEE STRUCTURAL I I 1 11 I —� T F==:9 F==:9 I I III I I I I I it I I I I I I III I I 1 I I I I I uj I I I I I I I I I I I I I 1 L-- -------------- J 11---- i ------ 11 F---------------------------- —------------------- — I II I I I I I I II I I—Q-=-a @ it i it i II i i I I I I I I I I I I I Z I (P I I I I i 1 r— ___ E_ TRAVEL DISTANCE = 120'-0" SHO O.L.F. = 200 3,133 SF. / 100 L --- �===� 2 Occup. Q I I I I I f I I I_ PRODUCT i to i i i i iaii0 i 4'-g�� r ,� i �--p- i I i t� i i t0 1 --� I I I 1 1 I 'WAREHOUSE i Z i 1 0 1 I 11 I I �-- ----------------------------, i i I I 11 0 1 �� O_LF_ = 500 I I I I I to I I V t i LL 1 I z l l z I 1 1 I I I b,933 S.F_ / 500 1 i 1 I I Q I I Q I I RADIANT HEAT I 0 I = 14 OCCUP_ F- �_� �----J I ------------ -9 I I I U- 6'-0" HIGH CHAIN 1 1 9 LINK FENCE - 0 Z I I 1 -4 I I O O O 1 0 1 2 10 1 1 1 0 1 VERIFY 0 UPI CONFIGURATION I II STAGING 11-1 O.LF_ = 500 I 1 I I I I I i I—===-1 L ---J I L--JL--J m I 2 1 5,138 = S.F_ / 50 11 OCCUP. I iti S I------------- 1UP 1 10I I I I II I I II I L I I } I �` I i �� I I �� I TRAVEL DISTANCE = 15-1'-0" I I I I i ii —I. T I j.._ i i i i mm" lo r' u I CROSS HATCH I I I I I I I I I I I I I I =TUNNEL PASSAGE IN RACKING 1 —� L— i __ L----- — n----- _—--= F== I------------------� F_F=== tQ (TYP) F _---------� I 1 I I I I I I I I I I I I @ I I I I I I I I I I I I PROVIDE PUSH BAR PANIC I I I I I I I I I I I I I DEVICE ON ( NEW 11/2" DIA_ STEEL PIPE i I I I I I I I I I I I I CHAIN LINK FENCE I STA I RS dib E It EAd Ad I 108 E.SJ +39„ E E E E HANDRAIL5. TOP �,- �� �___� E.L_ OFFICE OFFICE uP OF GRIPPING SURFACE Es- TENANT'5 RACKING (BY c---� &'-0" HIGH CHAIN ; I E� 105 104 �`~' 34"-38" AE30VE STAIR LINK FENCE -NOSING AND WALKING-� SEPARATE PERMIT) VERIFY CONFIGURATION L _ _ _ J E I O.LF_ = 100 o LF. = 100 RECEPTION SURFACE. CLEARANCE 151 SF_ / 100 122 SF. / 100 10) - ----------7---------- ---------- ----------7----------7----- -- -----------�i N = 2 OCCUP_ = 2 OCCUP_ R �. BETWEEN HANDRAIL AND 1 i i 11 1 I I I 11 11 i i i i I COMMON PATH OF TRAVEL = 91' -6" UP E -H } 11 11 11 11 MAC4-�INEw It 11 11 1t — ! i — — — — — — — — — — — — E = ADJACENT SURFACES r HALLWAY SHALL BE 11/2" MIN_ 1 II II II II II II II II � �� � �� 1 CADET WALL A WAY �~° L-�---------- E ---------- ll ---------- a--------- ll ---------- ll---------a----------JJ I 31-011 X 41-011— @ Ems' = ., I HEATER - TYP. 10 E.L. E.L, RELITE (TYP) cA 11 �0 09 E.51 E_LN 1 i I MODIFY EXISTING STEEL WAITINGEXIT E_LJ GUARDRAIL AT HEIGHT JN N N I I _ _ 1 �4 00 ABOVE 30" AS NOT TO r JL ALLOW PASSAGE OF A COMMON PATH OF TRAVEL 15' 6' — — — — — — — ! - � L--� � �� RIVER'S ROOM OFFICE*4611 E SPHERE 4" IN DfAMETER. Oil I C I OFFICE OFFICE � ROOM 0 ; _ _ 1 P O.LF_ = 15 @ 113 112 111 343 S.F_ / 100 1 I I 161 sF. / 15 F_ = 1 0 - ' O.LF_ = 100 O,LF. = 100 O.LF. = 100 1 _ _ „ OL 0 , cv = 4 OCCUP_ I 1 I 4 -@ = 13 OCCUP. 112 sF_ / 100 / MENS � ----------------11�`----------------------------------------------------------------� -- 108 Sr__ / 10� 106 SF_ / 100 108 SF_ / 100 (sEE StRuctuRAL) 1 1 = 2 ocCUP_ 1 I �WOM S RAMP UP I I I I I I I I I I I I I I I I = 2 OCCUP_ = 2 OCCUP. = 2 OCCUP. I j— —1 ti 102 I (E_Sj 11 11 11 II MACHINES II 11 n u I I I �` �i 6„ E L. I r J E E E E / 4(-1 EXIT�j ---------------JL----------- ------------11----------I----------I----------I------- - — — t � hd�J M U 131-43411 91_43/4if RELOCATED DRIVER DROPBOX AND ROLL -DOWN SECURITY DOOR. PROVIDED 5Y TENANT AND INSTALLED 5Y CONTRACTOR GROUND FLOOR PLAN 1/8" = 1'-0" NORTH 01 /4/13 ml/16/13 01/23/13 FOR PERMIT OBA "1291 OF 6 * 1 /Ntt__ I tk 1/'-_ t 11, 1 /'-_I 1 A »t^e"A A t i w 11+1'1 t.+1 A l i -%I t 1 RESISTANT TREAD 4 NOSING PER ANSI 411-1.1-2003 FIGURE 504.5 2 STAIR DE'T'AIL / \ 3 1/211,=11-011 12ga VERT. WIRE SUPPORTS EXISTING SPRINKLER HEAD LOCATION 6 4'-0" O_C, Ems_ TO MAIN EXISTING HVAC RETURN RUNNER 8 0 6" MAX_ FROM WALL PERIMETER WALLS (MIN -3 TURNS) EXISTING 2X4 FLUORESCENT FIXTURE 1211 MAX_ 8t1 MAX_ TO REMAIN ARMSTRONG -- 'HEAVY DUTY' GRID W/ 211 WALL: ANGLE, T1 45° VERTICAL STRUTS 6 12'-011 45 • EA. WAY 4 &'-0" O.C. MAX, PERIMETER WALLS_ NEW EGRESS LIGHTING WITH BATTERY 4 WAY, 4-12ga DIAG_ BACK-UP BRACING WIRES WITHIN 41-011 NEW COM51NATION ILLUMINATED EXIT OF WALLS TO MAIN RUNNER SIGN WITH EGRESS LIGHTING AND WITHIN 2" OF THE INTERSEG- 45° TION OF A MAIN RUNNER 4 45° A CROSS RUNNER (MIN. 3 BATTERY BACK-UP TURNS) 4 SPLAYED 90° EXISTING 2X4 CEILING GRID TO REMAIN FROM EA_ OTHER 10 AN ARMSTRONG 'HEAVY ANGLE NOT TO EXCEED 450 DUTY' FROM THE CEILING PLANE. MAIN RUNNER UPENDED CEILING TO B CROSS RUNNER INSTALLED PER IRC LOCATIONS FOR CONTRACTORS CONVENIENCE_ SEC_ 003-S-1-1 (7 CEILING BRACE DETAIL J-3 NOT TO SCALE . ATTACHED WALL Nozrµ 2ND TLOOR REFLECTED CEILING ,/,$It = 11-011 LEGEND • EXISTING SPRINKLER HEAD LOCATION EXISTING HVAC RETURN ® EXISTING HVAC DEFUSER EXISTING 2X4 FLUORESCENT FIXTURE TO REMAIN NEW 2X4 FLUORESCENT FIXTURE TO MATCH EXISTING SUITE STANDARD NEW 1X4 SURFACE MOUNTED FLUORESCENT FIXTURE EXISTING 5' FLUORESCENT FIXTURE E_L_ NEW EGRESS LIGHTING WITH BATTERY lmmmP BACK-UP E_SJ NEW COM51NATION ILLUMINATED EXIT EL_ jmjP SIGN WITH EGRESS LIGHTING AND 5ATTERY BACK-UP E,5, NEW ILLUMINATED EXIT SINN WITH BATTERY BACK-UP EXISTING 2X4 CEILING GRID TO REMAIN NEW 2X4 CEILING GRID F❑ EXISTING EXHAUST FAN NOTE= HVAC DEFUSERS 4 RETURNS AND FIRE SPRINKLERS SHOWN ONLY IN EXISTING LOCATIONS FOR CONTRACTORS CONVENIENCE_ CONTRACTOR TO RELOCATE HVAC DEFUSERS 4 RETURNS AND FIRE SPRINKLERS TO SATISFY 5UILDING, MECHANICAL AND FIRE CODE. i/81+ = 11_�{1 2X4 T-5AR GRID CEILING 1w5'-511 AF.F_ 01/4/13 01/16/13 01/23/13 FOR PERMIT A-3 OF 6 DIVISION 1 — GENERAL A. GENERAL A.1. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE GENERAL NOTES TO THE EXTENT SHOWN. A.2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS, NOTIFY VLMK CONSULTING ENGINEERS (VLMK) OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A.3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES RELATED TO JOB SITE SAFETY PRECAUTIONS, OR TO REVIEW THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE, OUR WORK IS LIMITED TO THE DESIGN OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. A.4. WHERE REFERENCE IS MADE TO ASTM, AISC, ACI OR OTHER STANDARDS, THE LATEST ISSUE SHALL APPLY. A.5. INSPECTION AND/OR JOB SUPERVISION IS NOT PROVIDED BY VLMK. A.6. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2009 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF OREGON (2010 OREGON STRUCTURAL SPECIALTY CODE) OR WASHINGTON (INTERNATIONAL BUILDING CODE, 2009 EDITION, EFFECTIVE JULY 1, 2010) AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. A.7. DESIGN CRITERIA: A.7.a. FLOOR LIVE LOADS (PER IBC 1603.1.1) SECURITY LID (CASH ROOM) 50 PSF A. 7. In. ROOF SNOW LOAD (PER IBC 1603.1.3) FLAT—ROOF SNOW LOAD 25 PSF SNOW EXPOSURE FACTOR (Ce) 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) 1 0 THERMAL FACTOR (Ct) 1.0 A.7.c. WIND LOAD (PER IBC 1603.1.4) BASIC WIND SPEED (3—SECOND GUST) 95 MPH WIND IMPORTANCE FACTOR Qw) 1.0 OCCUPANCY CATEGORY If WIND EXPOSURE B INTERNAL PRESSURE COEFFICIENT (GCpi) +018 A. 7.e EARTHQUAKE DESIGN DATA (PER IBC 1603.1.5) SEISMIC IMPORTANCE FACTOR ,(le) 1.0 OCCUPANCY CATEGORY II MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss = 94.1 Si = 33.8% SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS Sds = 70.5%. Sdi = 38.9% SEISMIC DESIGN CATEGORY D A.8. WHERE REQUIRED, SEISMIC BRACING FOR MECHANICAL AND ELECTRICAL EQUIPMENT, SPRINKLER PIPING OR OTHER NON—STRUCTURAL COMPONENTS SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7-05. STRUCTURAL CALCULATIONS AND DETAILS STAMPED BY A LICENSED ENGINEER SHALL BE SUBMITTED TO VLMK FOR REVIEW. A.9. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF THE TIGARD INDUSTRIAL PARK — CANTEEN TI PROJECT LOCATED IN TIGARD, OR. POSSESSION OF THESE DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE, OR PARTS OF THIS PROJECT IN OTHER LOCATIONS. A.10, PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT, FOR BIDDER DESIGNED ITEMS (DEFERRED SUBMITTALS), THE DRAWINGS AND CALCULATIONS SHALL BEAR THE STAMP OF AN ENGINEER (PRODUCT ENGINEER) REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SUCH DRAWINGS SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK DESIGN IN ANY WAY, OR SHALL CALL TO THE ATTENTION OF VLMK THAT THE PRODUCT ENGINEER HAS DEVIATED FROM THE VLMK DESIGN DRAWINGS. SUCH DEVIATION MAY BE CAUSE FOR REJECTING THE SHOP DRAWINGS. SEE DRAWINGS FOR ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. VLMK WILL REVIEW AND MARK—UP A MAXIMUM OF THREE COPIES OF SUBMITTALS, THE CONTRACTOR WILL BE RESPONSIBLE FOR DUPLICATING MARK—UPS IF ADDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL BE STAMPED AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS. FAX SUBMITTALS WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL, ALL SUBMITTALS SHALL BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. UNLESS OTHERWISE INDICATED, SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING: A.10.a. STRUCTURAL STEEL AND MISCELLANEOUS STEEL. A.10.b. ALL REINFORCING STEEL. A.10.c. STRUCTURAL MASONRY MATERIALS. DIVISION 2 — SITE WORK (NOT USED) DIVISION 3 — CONCRETE AND REINFORCING A. CONCRETE MIX/MATERIAL A.1. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLANT'S STANDARD DEVIATION AS 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. A.2. MINIMUM MIX REQUIREMENTS: LOCATION MIN. COMP. SLUMP MIN. CEM. ADMIXTURES STR N H CONTENT FOOTINGS 3,000 PSI O"-5" 470 LB NONE INTERIOR SLAB ON METAL DECK 3,500 PSI 2"-4" 517 LB (b) MISCELLANEOUS 3;000 PSI O"-5" 470 LB (b) (a) — SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EXCEPT BY WRITTEN APPROVAL FROM ENGINEER. (b) — WRA = WATER REDUCING AGENT. (c) — AE = AIR ENTRAINMENT (e) — POZZUTEC 20 REQUIRED FOR CONCRETE PLACED BELOW 40 DEGREES FAHRENHEIT. A.3. USE TYPE I CEMENT, PER ASTM C--150 UNLESS OTHERWISE APPROVED, A.4. AGGREGATE ASTM C33. SIZE TO BE 1 1/2 INCH MINUS FOR SLABS ON GRADE. ALL OTHER CONCRETE MAY USE 3/4 INCH MAXIMUM SIZE AGGREGATE. A.5. WATER REDUCING AGENT (WRA) SHALL BE POLYHEED R-1 OR DURACEM 55 (MINIMUM 6 OZ. PER 100 POUNDS CEMENT). COMPLY WITH ASTM C-494. A.6. AIR ENTRAINMENT (AE) SHALL COMPLY WITH ASTM C-260 AND SHALL BE USED ONLY WHERE SPECIFIED AND/OR APPROVED BY ENGINEER. A.7. ACCELERATORS: POZZUTEC 20 NON—CHLORIDE FOR COMPONENTS EXPOSED TO WEATHER IN THE COMPLETED STRUCTURE (WALLS, EXTERIOR PAVING, ETC.), QUANTITY (DOSAGE) TO BE DETERMINED BY CONTRACTOR AND APPROVAL OBTAINED FROM ENGINEER BEFORE USE OF ACCELERATORS. A.8. PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS, A.9. PROVIDE CONTROL JOINTS IN ALL INTERIOR SLABS ON GRADE AT 25'-0" ON CENTER EACH WAY MAXIMUM UNLESS OTHERWISE SHOWN ON PLANS. PROVIDE HEAVY (3/4 INCH) TOOLED JOINTS AT 5'-0" ON CENTER IN ALL EXTERIOR WALKS UNLESS OTHERWISE NOTED. A.10. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. B. REINFORCING B.1. ALL REINFORCING TO BE ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. B.2. USE ONLY A706 WELDABLE REBAR IF REBAR IS TO BE WELDED, USE ONLY LOW HYDROGEN ELECTRODES. ALL WELDING TO BE IN COMPLIANCE WITH AWS D1.4. B.3. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES — ACI STANDARD 315. B.4. PROVIDE 2'-0" x 2'-0" CORNER BARS TO MATCH HORIZONTAL REINFORCING IN POURED—IN--PLACE WALLS AND FOOTINGS AT ALL CORNERS AND INTERSECTIONS. B.5. SPLICES IN WALL REINFORCING SHALL BE LAPPED 40 BAR DIAMETERS (2'-0" MINIMUM) AND SHALL BE STAGGERED AT LEAST 4 FEET AT ALTERNATE BARS. 13.6. ALL OPENINGS SMALLER THAN 12 INCHES x 12 INCHES THAT DISRUPT REINFORCING SHALL HAVE AN AMOUNT OF REINFORCING EQUAL TO THE AMOUNT DISRUPTED PLACED BOTH SIDES OF OPENING, 6.7. PROVIDE (2) #4 CONTINUOUS BARS AT TOP AND BOTTOM AND AT DISCONTINUOUS ENDS OF ALL WALLS. B.8, PROVIDE DOWELS FROM FOOTINGS TO MATCH ALL VERTICAL WALL REINFORCING. (POURED—IN—PLACE WALLS). B.9. LAP ALL BARS IN CONTINUOUS AND INTERSECTING FOOTINGS 2'-0" OR 40 BAR DIAMETERS, WHICHEVER IS GREATER. 8.10. ALL VERTICAL WALL REINFORCING TO BE PLACED IN CENTER OF WALL UNLESS SHOWN OTHERWISE ON DRAWINGS. B.11. EXTEND REINFORCING TO WITHIN 1 INCH OF WALL AND SLAB EDGES. DIVISION 4 — MASONRY A. CONCRETE MASONRY A.1. DESIGN f'm = 1500 PSI AT 28 DAYS. A.2. ALL CONCRETE MASONRY UNITS TO BE GRADE N, TYPE 1, MEDIUM WEIGHT UNITS PER ASTM C90 DRY TO INTERMEDIATE HUMIDITY CONDITION PER TABLE NO. 1. A.3. NET AREA COMPRESSIVE STRENGTH (NACS) OF THE CONCRETE MASONRY UNITS SHALL COMPLY WITH IBC TABLE 2105.2.2.1.2. SEE UNIT STRENGTH METHOD TABLE BELOW. A.4. MORTAR TO BE TYPE S (1800 PSI) USING THE 'PROPERTY METHOD' PER ASTM C270. A.5. GROUT TO HAVE A MINIMUM 28 DAY STRENGTH OF 1.25 TIMES THE DESIGN f'm BUT NOT LESS THAN 2000 PSI. SEE UNIT STRENGTH METHOD TABLE BELOW. A.6. COMPLIANCE WITH f'm SHALL UTILIZE EITHER THE "UNIT STRENGTH METHOD" OR THE "PRISM TESTING METHOD" FROM THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. A.7. FOR THE UNIT STRENGTH METHOD: DESIGN f'm NACS GROUT STRENGTH 11500 PSI 1900 PSI 2000 PSI 1800 PSI 2440 PSI 2250 PSI 2000 PSI 2800 PSI 2500 PSI 2500 PSI 3750 PSI 3125 PSI A.8. ALL WORK SHALL CONFORM TO SECTION 2103 THROUGH SECTION 2108 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. A.9. REINFORCING FOR MASONRY TO BE ASTM A615 GRADE 60 PLACED IN CENTERS OF CELLS AS FOLLOWS (UNLESS OTHERWISE NOTED IN DRAWINGS): A.9.a. VERTICAL: (1) #5 AT 48 INCHES ON CENTER PLUS (2) #5 FULL HEIGHT EACH SIDE OF OPENINGS, UNLESS OTHERWISE NOTED ON DRAWINGS. A.9.b. HORIZONTAL: (2) #4 AT 48 INCHES ON CENTER FOR RUNNING BOND, (2) #4 AT 24 INCHES O.C. FOR STACK BOND, PLUS (2) #4 AT TOP OF WALL AND AT EACH INTERMEDIATE FLOOR LEVEL. LOCATE FIRST BOND BEAM AT GROUND FLOOR LEVEL. A. 9. c. LINTELS: LESS THAN 4 FEET WIDE: (2) #4 IN BOTTOM OF 8 INCH DEEP LINTEL. 4 FEET TO 6 FEET WIDE: (2) #4 IN BOTTOM OF 16 INCH DEEP LINTEL. A.9.d. CORNERS AND INTERSECTIONS: (1) #5 CORNER BAR x 24 INCHES x 24 INCHES AT EACH BOND BEAM FOR 8 INCH WALLS. (2) #4 CORNER BARS x 24 INCHES x 24 INCHES AT EACH BOND BEAM FOR 10 INCH OR 12 INCH WALLS. A.9.e. SPLICES IN VERTICAL WALL REINFORCING SHALL BE LAPPED 62 BAR DIAMETERS. WHERE NOT MORE THAN (1) BAR IS REQUIRED IN EACH CELL, A 52 BAR DIAMETER LAP MAY BE USED. A, 9. f. HORIZONTAL BOND BEAM REINFORCING SHALL BE LAPPED 52 BAR DIAMETERS, A.10. ELECTRICAL BOXES, CONDUIT AND PLUMBING SHALL NOT BE PLACED IN ANY CELL THAT CONTAINS REINFORCING. A.11. SEE DRAWINGS FOR ADDITIONAL REINFORCING. A.12. FOR GROUT LIFT HEIGHTS EXCEEDING 4'-0", PROVIDE BAR POSITIONERS FOR ALL VERTICAL WALL REINFORCING. A,13. SPECIAL INSPECTION IS REQUIRED FOR ALL MASONRY CONSTRUCTION. SEE DRAWINGS FOR ADDITIONAL INFORMATION. DIVISION 5 — META A. GENERAL A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND MISCELLANEOUS STEEL. A.2. ALL BIDDER DESIGN STRUCTURAL SYSTEMS TO INCLUDE PLANS AND CALCULATIONS STAMPED 'BY AN ENGINEER REGISTERED IN THE GOVERNING JURISDICTION. A.3. UNLESS OTHERWISE NOTED, CONTRACTOR WILL BE REQUIRED TO PROVIDE A SEPARATE PERMIT FOR BIDDER DESIGN STRUCTURAL SYSTEMS, B. MATERIALS 8.1. ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED, B.2. ALL STEEL PLATE, ANGLES, CHANNELS, ETC. TO BE ASTM A36 TYPICAL UNLESS OTHERWISE NOTED. B.3. STEEL PIPE ASTM A53 (Fy = 35 KSI), TYPE E OR S, OR ASTM A501 (Fy = 36 KSI). 8.4. STRUCTURAL TUBING TO BE ASTM A500 GRADE 8 (Fy = 46 KSI RECTANGULAR, Fy = 42 KSI ROUND). B.5. UNLESS OTHERWISE NOTED, BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. B.6. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT HEADS AND NUTS IN CONTACT WITH WOOD. 8.7. ANCHOR RODS TO BE ASTM 1554, GRADE 36 UNLESS OTHERWISE NOTED. B.8. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX—FILLED HEADED STUDS OR PRIOR APPROVED EQUAL AND BE MADE FROM C-1015 COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A-108, GRADES 1015-1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. STUDS TO BE AUTOMATICALLY END WELDED WITH A STUD WELDING GUN, ALTERNATE WELDING PROCEDURES MAY BE USED ONLY WITH PRIOR WRITTEN APPROVAL FROM THE ENGINEER, STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1. C. DRILLED ANCHOR BOLTS: ADHESIVE ANCHORS BASE MATERIAL PRODUCT ICC # CONCRETE SIMPSON SET—XP ADHESIVE ANCHOR ESR -2508 CONCRETE HILTI HIT—RE 500—SD ADHESIVE ANCHOR ESR -2322 CONCRETE HILTI HIT—HY 150 MAX—SD ADHESIVE ANCHOR ESR -3013 CONCRETE POWERS PE1000+ EPDXY ADHESIVE ANCHOR ESR -2583 MASONRY SIMPSON SET ADHESIVE ANCHOR ESR -1772 MASONRY HILTI HIT—HY 150 MAX ADHESIVE ANCHOR ESR -1967 EXPANSION ANCHORS: BASE MATERIAL PRODUCT i C C # CONCRETE SIMPSON STRONG—BOLT WEDGE ANCHOR ESR -1771 CONCRETE HILTI KWIK BOLT TZ ANCHOR ESR -1917 CONCRETE POWERS POWER—STUD+ SD1 ANCHOR ESR -2818 CONCRETE POWERS POWER—STUD+ SD2 ANCHOR ESR -2502 MASONRY HILTI KWIK BOLT 3 ANCHOR ESR -1385 C.1. OTHER ANCHORS ARE ACCEPTABLE ONLY WITH PRIOR WRITTEN APPROVAL OF ENGINEER. INSTALL ALL ANCHORS PER MANUFACTURER'S INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. D. WELDING D.1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT. SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. E. STEEL FLOOR DECK E.1. STEEL FLOOR DECK TO BE VERCO OR PRIOR APPROVED EQUAL. DECK PROPERTIES AND CAPACITIES SHALL BE VERIFIED BY A CURRENT ICC REPORT. E.2. FOR UNSHORED CONSTRUCTION, USE MINIMUM THREE SPAN LAY—UP UNLESS OTHERWISE NOTED ON DRAWINGS. E.3. DEPTH, GAGE AND ATTACHMENT TO BE AS SHOWN ON DRAWINGS. E.4. DECK AND ALL ACCESSORIES SHALL CONFORM TO ASTM A653 — SS DESIGNATION, GRADE 33. E.5. DECK AND ALL ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A924, CLASS G60, E.6. THE METAL DECK SUPPLIER SHALL PROVIDE CLOSURE PLATES AND ALL MISCELLANEOUS LIGHT GAUGE METAL NECESSARY TO COMPLETE THE WORK. E.7. ALL WELDING TO BE IN CONFORMANCE WITH AWS D1.3. E.8. DECK IS TO BEAR A MINIMUM OF 2 INCHES AT ALL SUPPORTING MEMBERS. E.9, HANGERS SUPPORTED BY STEEL DECK WITH CONCRETE FILL SHALL BE INSTALLED USING I.C.0 APPROVED ANCHORAGE SYSTEMS. SUCH HANGERS MAY BE USED TO SUPPORT DUCTWORK (54 x 16" MAX), PIPING (4" DIAMETER MAX), OR CEILINGS. LARGER DUCTWORK OR PIPING SHALL BE SUPPORTED BY STRUCTURAL BEAMS OR COLUMNS. A. ROUGH CARPENTRY A.1. LUMBER SPECIES AND GRADES TO BE AS FOLLOWS UNLESS OTHERWISE SHOWN ON DRAWINGS: SILLS, LEDGERS, PLATES, STRIPPING, ETC. IN CONTACT PRESSURE TREATED HEM FIR #2 WITH CONCRETE, AND WOOD CURBS: ROOF, FLOOR AND WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1, CONFORMING TO APA PERFORMANCE STANDARD PS 1-95 AND EXCERPT NER-108. SEE DRAWINGS FOR REQUIRED THICKNESS OF SHEATHING AND/OR SPAN RATING. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE NOTED. USE SPACERS TO PROVIDE 1/8 INCH END AND EDGE JOINTS (1 /4 INCH FOR JUMBO PANELS) WHENEVER SHEATHING IS EXPOSED TO WET WEATHER. FILL ANY JOINT SPACING OVER 3/8 INCH UNLESS OTHERWISE APPROVED BY ENGINEER. INSTALL 2x4 OR THICKER BLOCKING AT UNSUPPORTED JOINTS IN WALL SHEATHING. BLOCK ROOF OR FLOOR SHEATHING WHERE NOTED ON DRAWINGS. A.2. PROVIDE FIRE BLOCKING AS REQUIRED AND BLOCKING FOR ALL SPECIFIED WALL—MOUNTED ITEMS INCLUDING CABINETS, DOORSTOPS, ETC. A.3. CONNECTORS: A.3.a. TIE STRAPS, FRAMING ANCHORS, HANGERS, STIRRUPS, COLUMN CAPS, COLUMN BASES, ETC., TO BE SIMPSON AS DETAILED, OR AS APPROVED. A.3.b. FULLY FASTEN ACCORDING TO MANUFACTURER'S SCHEDULE USING LARGEST SIZE SHOWN. A.3.c. ALL BEAMS AND JOISTS NOT BEARING ON ANOTHER MEMBER TO CONNECT WITH 'U' TYPE HANGERS UNLESS OTHERWISE NOTED ON DRAWINGS. A.3.d. NAILING: ALL NAILS SPECIFIED IN THE DRAWINGS TO BE "COMMON" NAILS UNLESS OTHERWISE NOTED. ALL NAILING SHALL COMPLY WITH IBC TABLE 2304.9.1, NAILING SCHEDULE OBTAIN ENGINEERS APPROVAL OF ALL PROPRIETARY NAILING SYSTEMS. A.4. NAILS AT WALL DIAPHRAGMS TO BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. CHECK AND RESINK IF NEEDED, A.5. DELIVERY AND STORAGE: ALL LUMBER AND SHEATHING DELIVERED TO THE SITE, SHALL BE STACKED OR STORED OFF THE GROUND AND PROPERLY PROTECTED AGAINST WEATHER. A.6. CUTTING AND NOTCHING OF JOISTS NOT ALLOWED, A 1 INCH DIAMETER HOLE MAY BE DRILLED IN THE CENTER 1/3 OF THE MEMBER DEPTH. ALL OTHER HOLES TO BE APPROVED BY ENGINEER. SPECIAL INSPECTION PROGRAM NOTES: 1, DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK INDICATED. C = CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES, OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. P = PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. 2. THE INSPECTION AGENCIES ARE AS FOLLOWS: ENGINEER: VLMK ENGINEERS GEOTECHNICAL: TO BE DETERMINED TESTING LAB: TO BE DETERMINED TESTING LAB SHALL PERFORM INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE SELECTED INSPECTION AGENCY SHALL BE AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB CONTRACTOR, PER I.B.C. SECTION 1704.1. THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE I.B.C. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE FARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT (OR ENGINEER) SHALL CALL A PRE—CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS, THE STRUCTURAL OBSERVATION REQUIREMENTS SHALL ALSO BE DISCUSSED DURING THIS MEETING. CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM (2009 IBC) CONCRETE: VERIFY USE OF ENGINEER APPROVED CONCRETE MIX DESIGNS P TESTING LAB PLACING OF REINFORCING FOR ELEVATED FLOOR SLABS P TESTING LAB PLACING OF CONCRETE FOR ELEVATED FLOOR SLABS SEE NOTE 3, ITEM A C TESTING LAB DRILLED—IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL PER ICC EVALUATION REPORT C TESTING LAB BE CONTINUOUSLY INSPECTED DURING INSTALLATION DRILLED—IN EXPANSION/WEDGE ANCHORS IN CONCRETE PER IGC EVALUATION REPORT C TESTING LAB (UNLESS OTHERWISE NOTED ON DRAWINGS) STRUCTURAL WELDING AND HIGH—STRENGTH BOLTING: MATERIAL VERIFICATION OF STRUCTURAL STEEL, DECKING, J HIGH STRENGTH BOLTS, NUTS AND WASHERS, ANCHOR rz cn P TESTING LAB RODS, AND WELD FILLER MATERIALS to < N SINGLE PASS FILLET WELDS 5/16" AND SMALLER DATE P TESTING LAB METAL DECK WELDING/FASTENING SCALE P TESTING LAB WELDING OF REINFORCING STEEL PER I.B.C. 1704,3.1 IF USED C TESTING LAB WELDING OF REINFORCING STEEL FOR EMBED PLATES P TESTING LAB BAR SMALLER THAN #5 STRUCTURAL MASONRY: VERIFY USE OF ENGINEER APPROVED SUBMITTAL SHOWING UNIT STRENGTH OR PRISM P TESTING LAB COMPLIANCE OF (f'm) PRIOR TO CONSTRUCTION TEST METHOD PRISM PREPARATION AND TEST SPECIMENS SEE NOTE .6, ITEM B C TESTING LAB PREPARATIONS OF SITE—PREPARED MORTAR AND P TESTING LAB MORTAR JOINT CONSTRUCTION PLACEMENT OF MASONRY UNITS AND STRUCTURAL ELEMENTS P TESTING LAB PLACEMENT OF REINFORCING STEEL SEE NOTE 6, ITEM 8 P TESTING LAB GROUTING PROCESS AND GROUT SPACE PRIOR TO/AND DURING GROUTING OPERATIONS C TESTING LAB INSTALLATION AND GROUT PLACEMENT FOR CAST C TESTING LAB ANCHOR BOLTS AND EMBEDMENT PLATES DRILLED—IN ADHESIVE ANCHORS, RODS AND DOWELS SHALL PER ICC EVALUATION REPORT C TESTING LAB BE CONTINUOUSLY INSPECTED DURING INSTALLATION APPROVED FABRICATORS! CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, FOR ALL OFF SITE FABRICATION SUCH AS STRUCTURAL STEEL, OPEN—WEB STEEL P TESTING LAB JOISTS AND GIRDERS, GLU—LAMS, AND PRE—CAST CONCRETE STRUCTURAL OBSERVATION; FRAMING AT CONOPY/OFFICE/CASH ROOM PRIOR TO COVER P I ENGINEER STRUCTURAL OBSERVATION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD A MINIMUM OF 24 HOURS IN ADVANCE OF REQUIRED OBSERVATION(S). APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION, 2. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND BUILDING OFFICIAL WITH WET STAMP AND SIGNATURE ATTESTING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL IDENTIFY ANY REPORTED DEFICIENCIES WHICH HAVE NOT BEEN RESOLVED. 3. THE FOLLOWING INSPECTIONS AND TESTING REQUIREMENTS SHALL BE PERFORMED IN ADDITION TO THOSE REQUIRED BY THE I.B.C,: A. CONCRETE INSPECTION AND TESTING REQUIREMENTS ARE AS FOLLOWS: 1) CONTINUOUS OBSERVATION OF SLAB ON GRADE AND TILT WALL PANEL CONCRETE PLACEMENT IS REQUIRED, 2) OBTAIN (4) TEST CYLINDERS FOR EACH 100 CUBIC YARDS PLACED (OR PORTION THEREOF IF LESS THAN 100 CUBIC YARDS ARE PLACED), BREAK (1) CYLINDER AT 7 DAYS AND (2) CYLINDERS AT 28 DAYS. (IF THE FIRST 28 DAY CYLINDER BREAK IS LESS THAN REQUIRED STRENGTH, HOLD (2) CYLINDERS FOR 56 DAY BREAK) HOLD 4TH CYLINDER FOR 56 DAY BREAK. BREAK 4TH CYLINDER ONLY IF REQUIRED STRENGTH IS NOT MET WITH (2) CYLINDERS AT 28 DAYS, 3) VERIFY THAT THE APPROVED MIX DESIGNS ARE BEING DELIVERED TO THE SITE. BATCH TICKETS SHOULD BE CHECKED FOR ALL TRUCKS ENTERING THE SITE, C S2.0 gym. �I. 20120657 20120657 S10 (TI) — NOTES AND PLAN.dwq 17 Jan 2013 — 2:16 pm stephens C T U j? 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