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Plans (3) BUP2013 00284 LUSARDI PROJECT TEAM SHEET INDEX SCOPE OF WORKREC CONSTRUCTION COMPANY ' FOR : CONTRCTOR& ARCHITECTURAL NEW FULL HEIGHT DEMISING WALLS TO CREATE NEW SHOWROOM, NEWt OWNER PROJECT CONTACT A100 COVER SHEET/SITE PLAN CORRIDOR, OFFICE AND RESTROOMS WITH NEW FINISHES. NEW ROLL-UP 1, 0 16 LUMBER LIQUIDATORS LUSARDI CONSTRUCTION CO. A200 FLOOR PLAN DOOR AND ACCESS RAMP FOR DELIVERIES . �, , 3000 JOHN DEERE ROAD 1570 LINDA VISTA DRIVE A300 REFLECTED CEILING PLAN E I V T LECTRICAL TO BE RE-U U RED. ( = § `� ,v' CALIFORNIA CORPORATE OFFICE 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 TOANO, VA 23168 SAN MARCOS, CA 92078 A400 DETAILS NEW PROPOSED ROLL-UP DOOR& RAMP AND NEW MAN DOOR EXIT PH.(760)744-3133, FAX(760)744-9064 PHONE: (757) 259-4280 PHONE:(760) 744-3133 X 1310 A401 RESTROOMS D „11 ll! .e51 LUMBER Ll UIDATOR$ FAX: (757) 259-7293 FAX:(760) 744-9064 NO NEW AREA TO BE ADDED TO EXISTING. CONTACT: JOE -7293 ONE CONTACT: MIKE RAMSEY STRUCTURAL PLUMBING C" t THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS direct: (757) 778-9672 S1.0 STRUCTURAL NOTES P1.0 SCHED, NOTES, DETAILS& TOTAL SPACE AREA: 7,691 S.F. THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION jmaccaroneOlumberliquidators.com S1.1 STRUCTURAL NOTES PLUMBING PLAN NEW SALES AREA WITHIN SPACE: 2,385 S.F. COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING ARCHITECT ELECTRICAL S1.2 TYPICAL STRUCTURAL DETAILS FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR STUDIO I.E. EMPIRE 3 CONSULTING ENGINEERS, INC S2.0 PARTIAL FLOOR PLAN & ELECTRICAL CONSENT FROM LUSARDI CONSTRUCTION COMPANY. STORE 1331 6568 BLUEBONNET DRIVE 7010 ARLINGTON AVE., SUITE205 STRUCTURAL DETAILS Q E100 OVERALL FLOOR PLAN PROJECT DATA CARLSBAD, CA 92011 RIVERSIDE, CA 92503 E200 POWER&SIGNAL PLAN PHONE:(760) 889-4918 PHONE:(951) 509-1900 MECHANICAL E300 LIGHTING PLAN FAX:(760) FAX:(951) 509-1911 M1.0 SCHED, NOTES, DETAILS& E400 SINGLE LINE DIAGRAM & BUILDING DATA 7301 S DARTMOUTH RD CONTACT:JEFF CAUSEY CONTACT:TRAVUTH MOCK HVAC PLAN PANEL SCHEDULE M2.0 COMCheck COMPLIANCE FORMS E500 COMCheck FORMS PROJECT ADDRESS: *536-5163 RAL MECHANICAL& PLUMBING 7301 SW DARTMOUTH RD TIGARD, OR 97223 tra Jeffi•eY � TIGARD , OR 9 OHY, STRUCTURAL ENGINEERS UTHRIE do ASSOCIATES, INC ("IZ^Y'OF TIGARD LLQ MESA BLVD. 2004 W. 231st STREET PARCEL NUMBER: �- , CA 92131 TORRANCE, CA 90501 GENERAL NOTES R2036293 Approved.........J..l...........«.....[ , 'h nuc California Conditionally Approved..............( 8) 536-5166 1Q PHONE:(310) 787-7825 ZONING: CG (PD)-GENERAL COMMERCIAL See Letter to:Follow..„.............. 536-5163 FAX:(310) 787-7835RANDON DEEMS CONTACT: DEAN GUTHRIE A ached................( OF 4R 1. Building Permits and fees are the responsibility of the Owner. OWNER: PerntitTTumbet, 2. It is responsibility of all contractors to verify that all construction and finish LUMBER LIQUIDATORS Add -� materials comply with 2010 edition of the Oregon Structural Specialty Code and 2011 3000 JOHN DEERE ROAD GUARDRAIL 42” HIGH p y g p y TOANO,VA 23168 BY� Data: Jeffrey B. Cause y 38' 8" 42' Oregon Electrical/Pluming Specialty Codes,which adopt the 2009 IBC, 2011 NEC, and 6568 Bluebonnet Drive 4"OPENINGS OVER 2009 UPC. EXISTING EXISTING EXISTING CMU WALL WHEN RAMP IS 30"A.F.F. CONTROL JOINT CONTROL JOINT 3. The ContractorlSubcontrantors shall verify all field dimensions and conditions as CONTRACTOR: Approved pians Carlsbad, CA 92011 they relate to the drawings. In case of discrepancy,the Contractor shall notify LUSARDI CONSTRUCTION CO. Shan be on job Site. Designer immediately prior to construction. 1570 LINDA VISTA DR. co - _ A.F.F. SAN MARCOS, CA 92078 4. Do not scale the drawings. The dimensions written on the plans govern. Large O ! COPY LINE OF RAMP SURFACE scale details govern over small. Dimensions shown are to centerline of stud, column, CONTACT: MIKE RAMSEY - (760)744-3133 X 1310 EXISTING INTERIOR -i mramsey@lusardi.com NEW 10'X10 G.L. 6 CURB grid lines and face of concrete, or masonry unless otherwise noted. DEMISING WALL EXISTING D.H. RAMP ELEVATION (E) DOOR i i ROLL-UP DOOR 2 BUILDING CODE-2010 OSSC, 2011 OESC/OPSC,2009 UPC, 2011 NEC EXISTING G.L. NEW 3'X7' 4' 10 7'-11" ROLL-UP DOOR SCALE: 3/32"=1'-0" LOT SIZE - 136,305 SF(1.9769 AC) ROLL-UP DOOR H.M. DOOR STORIES: 1 STORY q 1.I T( NEW HANDRAIL r-- --� CONSTRUCTION TYPE:V-B (EXISTING) 1 1j..J 6"CURB (E) ROLL-UP DOORry 0 BOTH SI NEW RAMP, SEE OCCUPANCY: M, B, S-1 (SALES, OFFICE,WAREHOUSE) OF RAMP STRUCTURAL PLANS (EXISTING) O � 19'-1" AREAS (J l 1 U. NORTHELEVATION -----'z a -'r I (N)ROLL-UP DOOR I EXISTING SUIzo EXISTING ITTE AREA:SS 7,9IN 1S F(APPROX.)F. (APPROX.) 1 SCALE: 3/32"=1' EXISTING GROUND RAMP MAX. 1 (E)WAREHOUSE: 5,306 S.F. SURFACE(F.V.) I 21% SLOPE (N)SALES AREA: 1,627 S.F. I I � (N)OFFICE: 122 S.F. N)HALLWAY:502 SMS (ACCESSORY): 134 S.F. UJ( / M co 6"CURB BOTH I ALLOWABLE AREA: (2010 OSSC TABLE 503) � ` ' � N SIDES OF RAMP I BASIC ALLOWABLE AREA B OCC :9,000 SF UJM :DN EXIST. CONTROL JOINT BASIC ALLOWABLE AREA S-1 OCC : 9,000 SF ~' NEW WALKWAY SEE BASIC ALLOWABLE AREA M OCC : 9,000 SF --- STRUCTURAL PLANS I / SPRINKLERS:YES > Q —5'X5'CLP. DOOR LANDING MIXED OCCUPANCIES:<v W I � O 2% SLOPEANY DIRECTION / NON-SEPARATED OCCUPANCIES(2010 OSSC SEC. 508.3.2) ' Q � AREA INCREASE (M OCC) : 9,000 X 3 = 27,000 Q Q wa N ( TOTAL ALLOWABLE JILDING AREA=27,000+9,000=36,000 SF Q 't O ai C'41 (N)MAN DOOR Q� PARKING: (EXISTING) Q TOTAL NUMBER OF PARKING: 144 _2 (N)HANDRAIL 36" HIGH / TOTAL H/C STALLS: 7 U) SEE DTL. 14/A400 / 6 PLUMBING REQUIREMENTS-FIXTURES REQUIRED � OCCUPANCY LOAD PER 2014 OSSC TABLE 29-A M GROUP B OFFICE OR M RETAIL @ 1J2005 F .: ..::.' \ t ��., � OFFfCE EiMP10YEE AREA: 62 200 = 3.12 OCC SALES AREA: 1,627� '200 - 8.135 OCC t GROUP R S /1 5 000 S.F. _.... . G W REHOUSE. S 306 5,000 - 1.061'OCC 15 E ISTI G RK NG RE �,.._. .:..,., ,,,. ;:,.. ," �: ..,;, ,::. :, ., �;•:>• `��>; . E ISTI G P IRKING RE " 3• , PER 2010 OSSC TABLE 29-A v I : , :<� fix+, \ » : ,a) r"\':. Uuz.,, .`t\t' ;\•Ff; `.y}. OFFICE EMPLOYEE AREA: a — 15 E ISTI G P RKI G RE E ISTI G RK NG RE WATER CLOSETS: 3.12 /.15 0.208 (MALE+FEMALE} O 'URINALS:._ 0 LAVATORIES: 1PER 2 WC' (MALE+FEMALE) EXISTING ADA \ _ / SALES AREA: COMPLIANT H/C 1Q WATER CLOSETS: 8.135 / 50 = 0.163 (MALE+FEMALE) STALL URINALS: 0i I V LAVATORIES: 1 PER 2 WC (MALE+FEMALE) EXI TIN PARKING E ISTIt G STORAGEAREA: O AR A P RKI G O 13 E ISTI G RK NG RE EXISTING BUILDING AREA H EXISTING ADA WATER CLOSETS: 1.0612 /,10 = 0.106 (MALE+FEMALE) ISSUES AND REVISIONS EXISTING COMPLIANT H/C URINALS: 0 E ISTI G H PATH OF STALLS ( LAVATORIES: 1.0612 /'40 - (MALE+FEMALE} EXI TIN PA KI G 5 13 E ISTI GTRK NG REJ TRAVEL - 0.027 No DESCRIPTION DATE O AREA P RKI G O O ( Q PLAN REVISION 12-23-2013 SUMMARY: l A EA WATER CLOSETS: 0,24 1 MALE W.C'. REQUIRED 1MALE W.C. PROVIDED EXISTING ADA 0.24 1FEMALE W.C.REQUIRED COMPLIANT H/C 1 FEMALE W.C.PROVIDED STALLS / URINALS: 0 REQUIRED,0 PROVIDED. EXISTING / LAVATORIES: 0.11 1 MALE LAVATORY REQUIRE? PATH OFTRAVEL STI G P RKI G A EA EXISTING ' 1 MALE LAVATORY PROVIDED I = TRAVEL H PATH OF 0.11 1 FEMALE LAVATORY REQUIRED PROJECT: TRAVEL 1 FEMALE LAVATORY PROVIDED TENANT IMPROVEMENT FOR: > O EX STI GP IRKING AREA Cn LUMBER LIQUIDATORS Z Z STORE 1331 Y Q 7301 SW DARTMOUTH RD. L EXISTING ADA TIGARD, OR 97223 w a. a COMPLIANT H/C ( C VICINITY MAP DATE: 11/7/2013 OSTALL � N.T.S. r- d DRAWN: MTR/RC r SCALE: AS NOTED Cn _ JOB NUMBER: 3291 c�'QO U) e FCAD FILE: G:\LUMBER LI..\1327WESTMIN... QQG S.W. PFAFFLE ST. SHEET TITLE: ui 1-5 SITo SITE PLAN S1 E PLAN SW 72ND 3: SHEET: SCALE: 1"=30'-0" GFN�•(. TRUE NORTH PLAN NORTH QP S.W. 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A,.,:.:,. .:» �. .::.: ..\ � . . ...:.::.....:. .. ..,., v .r ♦... ,: e3:: : e»a» :>.. :. :', ti`'ck, :aS,v 'aY�\`.kA A;\` ..0, 1.1 t,:6 t. ...a. ...a. \\ has:.:,.;„.y n♦.:. :.� ..���:c♦.<:.>x:>?'., .,:., ..:£v,. ,t�.k: :ipQ.:,. .,y .�...(..00....F:...�....%­.�, �:. ..0�4...",.Q..,_.'__-::A...,,.",._.­ .... R /WOMEN MENS 0 13 ( ,.. , _ 1570 LIN - , CALIFORNIA CORPORATE OFFICE ... J DA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 IIIII 0c.i'm.::.::::. cwV/�"0r ra -D 7 1 I - 00 14 II �- PH. (760)744-3133, FAX(760)744-9064 103 1 ` 102 - 25 I°o - 1 - LI / I - - 10, 11 - k F� - � "/ O 104E 8 40 25 - O 24 A400 5�-4�" I & x I 150 2�2 THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS 0 ___ 11 - 2 ,X 8„ N\N THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION 22 3 AACCWAY /I I I COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS r COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING O A400 106 2 FE ; _ � x 7--- FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR O I CONSENT FROM LUSARDI CONSTRUCTION COMPANY. - - - - - -- 1:Q 6 .1 15 D " A400 S b ,,. WAREHOUSE _ TD=144'-6" 19 - - - - - 0 - - »,.:, ^,, 12 ' 105 Jeffrey 14 a cbad Califom a II 11­ SALES bIiEA 2 �,1 �� , 3. 20 J 100 A400 w j 1 0F 0R J O °o 42'-8' " o O 8 NEW RAMP 5 - p O 21% SLOPE MAX. Jeffrey B. Causey 16 z I i 1 _ 6568 Bluebonnet Drive Carlsbad, CA 92011 - - - - - - - - - - - - - - - l 1 19 16 _ - Q �l>�3_ 1 G - at ­-�­I 111 -�I] ( 18 10 EXISTING _ 1 'l ti sc co bo CONTROL PANEL 21 - j RM k JOINT "a' 5'-2" ,. >. *j,: h 7 t1 fiRC(F13PR _< ii 26 6 14 - Q� I I 1: FI eReRSER : ■ ■ Q -IoD'I� .. :.....:.♦., .,.w ,a..h ,:.. .:.:.: ..::.. .:.:.. .. :.v.. .,:. .. ... ... .... ..... .. r - :.. .:: :.:.v. .. .... .... ... ... .. \. <. .:.... ...... ... a: ...�. ..... .. a. ».. :♦,ii v ..:a ....... .a,a .a : ,. .huh ♦ ...:. :.>.. \.> ., t .;. hw'h,� YCc ) ..: :'.::' .: ,♦Y+n T Op EGRESS PLAN MAX MUM(DISTANCE D) _I: c•1 SCALE: 1/16"=1'-0" ALLOWED PER CODE: 250'-0" I n PLAN NORTH MAXIMUM CONDITIONS: 161'-10" Ii SYMBOL LEGEND z <. Y: W X DETAIL NUMBER ILLUMINATED EXIT SIGN CEILING OR WALL M @ _ j i ! , MOUNTED W/DIRECTIONAL ARROW AS CV I AXXX SHEET WHERE THE DETAIL IS LOCATED REQUIRED. ILLUMINATION TO COMPLY WITH I OSSC 1011.4. M N EXISTING WALL FE WALL MOUNTED 2A10BC FIRE EXTINGUISHER O CC NEW PARTITION WALL, SEE DTL. 3/A400 > G i Q -- - -- - NEW FULL HEIGHT DEMISING WALL EE DTL S 2/A400 O O0�E O EXISTING DOORS TO REMAIN, U.N.O. Q Q � 0rFURRING WALL, SEE DTLS. 6/A400 - - ...,.. Q T FAT - - ;, »` TOE CURB # NEW DOOR NUMBER O _ l to PLUMBING WALL, SEE DTL. 17/A400 `' U) I' EXISTING AREA OUT OF SCOPE OF WORK O » XXX ROOM NUMBER M ., I O '. (, [ 1 ;. ..;::3r' ��I �II�,�.I-I�1��.I,�1II1���I.�I--1�1I��III­�1���I���­-�­�II I�1-1 1I I�1-I 1II I­ ��I��,1I I�\�;::'[,:FI;�,[­I[III1,;:��i;Iii::\--I­­_I,_1I_'1 1_I1I._I1III1 4-I I:'1_D_"II-�'_­I�,3C­���I I�.��A�­�I.-I I-.I.��.I-.�­/�­.��I-.D­�­­.4.I� I,�-�)1):I:1��1"�1:,.4,iI,1I�i�t�li:�'-�-�,�-J�,�i,i;;ilIii1!:It:i;,..�I�I�I��1-I_I__������I�,I-��-1­I1I-'11l�I,1 l��-�I 1--I,�I-��1­�­II�:I�1��I 1.�I 1I I I I�I�­II I�I I:I I11,I I1I o OCCUPANT LOAD FAT R P Z O , .[1 \/� /\ L 1 -., - �\] / \�I �F­1 C O ( ER 2010 OSSC TABLE 1004.1.1): # DRAWIN G NOTES 0 - - - O " < J _,_ B OCC. - 100 M OCC. -30 S-1 OCC. -300 "'` ( I i 4 ' 1. EXISTING STOREFRONT SYSTEM I TELCO BEROOM DESCRIPTION AREA OCCUPANCY OCCUPANT 2. z (S.F.) GROUP LOAD 3. - FII A _ - - PANEL ! 100 SALES AREA 1,560 M 52 4' z.; 5. FIXTURING u: 102 (E)MENS R/R ACC. ACC. - 6_ - 103 (E)WOMENS R/R ACC. ACC. 7. NEW ELECTRICAL SUB PANEL x<r 8. SECURITY PANEL 4f„ 104 „ OFFICE 119 B 1 9. SAW CUT FOR ELECTRICAL POWER AND DATA, STUB UP 12 A.F.F. 10. NEW FULL HEIGHT DEMISING WALL W/DRYWALL(FULL HEIGHT) 105 WAREHOUSE 5,133 S-1 17 BOTH SIDES i, IK R1 ',' Q 106 HALLWAY 475 B 5 11. NEW PARTITION WALL TO 6"A.F.C.W/DRYWALL BOTH SIDES 1 1� RIt ': Vii; TOTAL 75 12. NEW FURRING WALL W/DRYWALL(FULL HEIGHT) �� k 13. NEW MOP SINK PROVIDE FRP-1 WAINSCOT 42"A.F.F. ON , f ISSUES AND REVISIONS !. 2 0 ". . :_ s. ", , :: , . .:. . :, :„ ADJACENT WALLS UP T 4 WI .. .� . :: .:♦ .> ,:.: :,>: : ��. NOTE. AREA FOR N M O DE. - ..f. f :. ♦ .♦l t., , .., ., .. �`.� ,. ..,,,.,, ., U BER OF OCCUPANT ,`♦i :.., ,....... � �.... : ....:>. .. v \ ',t ». .•\t,.:.:.) .'\�*,. °i, ':.•4:♦. ♦`t"e.Cf.F:�>r�:>`t'.�:.::.. ♦', �.` A k,'� � '�,.: 'C "\':.:.,:. „ ,.. ,>t: ..k ., , : : `Y;;:°:..t:.,.. :•a . .: , ..,. .. .. �..,. ` NOT INCLUDE WALL THICKNES ( TERIOR AREA ONLY) X4"W S CALCULATION DO ` ' " SIN Y . 14. NEW 4" OODEN TOE CURB No DESCRIPTION DATE 15. EXISTING ROLL-UP DOOR TO REMAIN GENRAL NOTES I PER 2010 OSSC TABLE 1015.1 16. EXISTING STEEL COLUMN Q PLAN REVISION 12-23-2013 FLOO R P LAN TOTAL SPACE AREA: 7,691 $.F SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY 17, - OCCUPANCY MAXIMUM OCCUPANT LOAD 18, QUAD DATA PULL BOX W/2-1" CONDUITS AND PULL STRINGS FOR 1. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SCALE: 1/8"=1'-0" POS. 19. OUTLET 12"A.F.F. WITH DATA SPECIAL KNOWLEDGE OR EFFORT(PER SECTION 1008.1.9.3.) IN LIEU OF THE ABOVE, IN A GROUP B, F, M OR S B, M 49 20. JUNCTION BOX ON DEDICATED CIRCUIT FOR SIGN OCCUPANCIES (OR GROUP A HAVING AN OCCUPANT LOAD OF 300 OR LESS), "PROVIDE A SIGN ON OR NEAR THE EXIT PLAN NORTH DOOR SCHEDULE S 29 21. DEDICATED CIRCUIT FOR POS. DOOR, READING THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"AT THE MAIN EXIT. 22. DEDICATED CIRCUIT @ 54"A.F.F. 2. EACH DOOR IN A MEANS OF EGRESS FROM AN OCCUPANCY OF GROUP A HAVING AN OCCUPANT LOAD OF 50 OR ALL DRS. 1 3/4"THICK, 18 GA. DOOR MIN.AT HM AND 16 GA.AT FRAME,WOOD DOORS SO . i 23. - PROJECT: ROOMFINISH SCHEDULE DRS.SEAL 4/S,NRP HNGS WITH CLSR&MORTISE ENTRY LOCK W/DEAD BOLT&LEVER IL RUBBED BRONZE 24. ADA ACCESSIBLE"HI-LO" DRINKING FOUNTAIN PROVIDE FRP-1 TENANT IMPROVEMENT FOR: MORE (AND ANY OCCUPANCY OF GROUP H)SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC FINISH, FALCON T SERIES,"D" INT.,STD.WT HNGS BB AT CLSR CLOSER TO BE FALCON 11 Q LUMBER LIQUIDATORS CAL-ROYAL SEALS TO BE PEMKO,ULTRA, REESE STOPS AND MISC.TO BE HAGER,TRIMCO, BBW WAINSCOT 48"A.F.F., 5'WIDE. HARDWARE PER SECTION 1008.1.10 25. NEW PLUMBING WALL TO 6"A.F.C.W/6"STUDS AND DRYWALL 3. ALL DOORS AND GATES, WITHIN THE EXIT PATH TO A PUBLIC WAY FROM AN OCCUPANCY OF GROUP A HAVING AN DOOR BOTH SIDES STORE 1331 ROOM ROOM FLOORING WALLS CEILING NOTES NUM. SIZE TYPE DOOR FINISH FRAME/COLOR HDW REMARKS 26. PROVIDE HANDRAILS IF RAMP'S SLOPE EXCEEDS 5%, HANDRAILS 7301 SW DARTMOUTH RD. OCCUPANT LOAD OF 50 OR MORE (AND ANY OCCUPANCY OF GROUP H)SHALL NOT BE PROVIDED WITH LATCHES OR NO. DESCRIPTION PRIMED FOR PAINT TO BE CODE COMPLIANT. TIGARD, OR 97223 1 3'-0"X 6'-8" A S.C. PAINT IN FIELD TIMELY/D-1 1 27 - LOCKS UNLESS THEY ARE EQUIPPED WITH PANIC HARDWARE PER SECTIONS 1008.1.10 AND 1002 MAT'L BASE MAT'L FIN MAT'L FIN HT DATE: 11/7/2013 ' PRIMED FOR PAINT 4. WHEN ADDITIONAL DOORS ARE PROVIDED FOR EGRESS PURPOSES, THEY ALSO SHALL CONFORM TO 2 T-0"X 6-8" A S.C. TIMELY/D-1 1 PAINT IN FIELD 10' REQUIREMENTS OF SECTION 1008(WIDTH, SWING, HARDWARE, ETC.). SECTION 1008.1 100 SALES AREA 1 1 GYP.BD 1 ACT 2 13'-6" ,_ PRIMED FOR PAINT DRAWN: MTR/RC 3 3'-0"X 68 B S.C. TIMELY/D-1 2 FRP TO4'A.F.F.WET SIDES ONLY PAINT IN FIELD 5. REGARDLESS OF OCCUPANT LOAD,THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR 102 MENS R/R 2 2 GRN.BD 1,2 GYP.BD 1 8' SCALE: AS NOTED SEE RESTROOM ELEVATIONS „ PRIMED FOR PAINT 3 4 3-OX 6-8" B S.C. TIMELY/D-1 OR LANDING SHALL BE AT THE SAME LEVEL ON EACH SIDE OF THE DOOR, EXCEPT FOR EXTERIOR LANDINGS WHICH 103 WOMENS R/R 2 2 GRN.BD 1,2 GYP.BD 1 8' FRP TO 4'A.F.F.WET SIDES ONLY PAINT IN FIELD SEE RESTROOM ELEVATIONS PRIMED FOR PAINT P R SCHEDU E JOB NUMBER: 3291 ARE PERMITTED TO HAVE A 2% MAXIMUM SLOPE. PER SECTION 1008.1.5. THRESHOLDS AT DOORWAYS SHALL NOT 104 OFFICE 1 1 GYP.BD 1 ACT 2 10' 5 3'-0"X 6'-8" B S.C. TIMELY/D-1 3 PER SCHEDULE P R SCHEDU E PAINT IN FIELD CAD FILE: G:\LUMBER LI..\1327WESTMIN... EXCEED 1/2 INCH AND LEVEL CHANGE GREATER THAN 1/4 INCH SHALL BE BEVELED WITH A SLOPE NOT GREATER 105 WAREHOUSE 3 3,4 C P.B 3 - 3 X4 WOOD ONTOE CURB WHERE 6 3'-0"X 6-8" A S.C. PRIMED FOR PAINT TIMELY/D-1 1 2 THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL, PER SECTION 1008.1.7 106 HALLWAY 1 1 GYP.BD 1 ACT 2 10' PRIMED FOR PAINT \ SHEET TITLE: 7 3'-0"X 7'-0" C H.M. STEEL/D-2 4 FLOOR PLAN PAINT IN FIELD 6. EXIT SIGNS ARE REQUIRED WHENEVER TWO EXITS ARE REQUIRED. SEE EXIT DOOR NOTES (*)ON PLANS FOR EXIT FLOOR WALLS iv \ � \ o 1. BY OWNER 1. PAINT „ PRIMED FOR PAINT - SIGN LOCATIONS PER SECTION 1011.1 Q 8 10-0"X 10-0 D ROLL-UP PAINT IN FIELD STEEL/D-2 5 \ 2. SHEET VINYL 2. FRP 7. SEE ELEC DWGS FOR TWO SOURCES OF POWER FOR THE LAMPS AT EXIT SIGNS PER SECTION 1011.5.3. 3. EXISTING CONCRETE 3. NONE 1 HARDWARE FINISH Q oo S.C. co H.M. 1. PASSAGE SET,CLOSER,WALL STOP,SEALS D-1.DARK BRONZE 1 � � � SHEET: 8. A TACTILE SIGN STATING"EXIT"AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO BASE CEILING 2. ENTRY/OFFICE LOCK SET,CLOSER,DOME STOP,SEALS D-2.COLOR T.B.D. 1. BY OWNER 1. PAINT 3. PRIVACY SET,CLOSER,WALL STOP,SEALS S. AN EGRESS STAIRWAY,AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE PER SECTION 1011.3 2. SELF COVED SHEET VINYL 2. 2'X4'ACOUSTIC LAY-IN 4. PANIC HARDWARE,CLOSER,THRESHOLD,DOOR HOLDER,SEALS i+> ' ih ' i'0 / 3. 4"X4"WOODEN TOE CURB 3. NONE 5. LOCKSET 9. THE MEANS OF EGRESS PATH WILL BE LIGHTED WITH AT LEAST ONE FOOT CANDLE AT FLOOR LEVEL PER SECTION 4. NONE FINISH NOTE:VERIFY IN FIELD IF EXISTING EGRESS DOORS COMPLY WITH SECTION 1008 FLOOR 1006 FINISHES NOTES: (WIDTH, SWING, HARDWARE, ETC.), SEE GENERAL NOTES ON THIS PAGE 10. SEPARATE SOURCES OF POWER MAY BE REQUIRED FOR EXIT ILLUMINATION PER SECTION 1006.3. ALL FINISH MATERIALS SHALL BE IN COMPLIANCE WITH C.B.C.CHAPTER 8 A B C D 1 I LUSARDI O DRAWING NOTES coNSTR T 3 UC ION COMPANY 1. NEW LIGHT FIXTURE T HT FIXTURE T 2. EXISTING LI G IXT U OBE REMOVED 3. EXISTING LIGHT FIXTURE TO REMAIN, RAISE LIGHTS ABOVE CALIFORNIA CORPORATE OFFICE 10 I-F BOTTOM OF ROOF STRUCTURE. 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 103 102 106 10'-0" 8'-0" 8'-0" 10'-0" 4. EXISTING HVAC UNIT ON ROOF TO REMAIN PK(760)744-3133,FAX(760)744-9064 5.6. - sfa .,xu:.x, ..:,.. ,.tens.:a..s,s::+:w:, .,.:•..: „ ...v,.,, .. ,...n. ..:.:.:. :. v........ .<.,... ..a.x.a,..::::3. .... .., p:..,ass:+.as u;:.sss,::•t.s•.t 7. NEW SURFACE MOUNTED LIGHTING 8. RELOCATE EXISTING LIGHT FIXTURE THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS 77 THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION 0 Q COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING ELECTRICAL NOTES FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR 15,16 CONSENT FROM LUSARDI CONSTRUCTION COMPANY. A400 1. ALL ELECTRICAL MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE TYP. 1 TY . 2 T P. F WITH THE NEC AND APPLICABLE STATE AND LOCAL CODES. O O O 2. ALL WIRING TO BE CONCEALED IN WALLS, FLOORS,AND AND ABOVE CEILINGS, %TYP. OR AS REQUIRED.3. MAINTAIN CONTINUITY OF GROUND AND POLARITY THROUGHOUT. 4. PROVIDE GROUNDING OF ALL EQUIPMENT AS REQUIRED BY NEC kU Jeflrev n ° ( 5. ALL CONDUCTORS TO BE COPPER INSULATED W/TW,THHN OR XHHN WITH f i l ' . MINIMUM SIZE#12AWC. INSTALL IN CONDUIT WHERE REQUIRED BY NEC. rfa c6ai,CaliY'";,n,a s: u. .j 6. THESE DRAWINGS DO NOT INCLUDE EVERY DETAIL OF PROPER INSTALLATION ` I OF ORS AND PROCEDURE OF EQUIPMENT. IT IS THE CONTRACTORS RESPONSIBILITY 105 TO BECOME FAMILIAR WITH THE EQUIPMENT AND ITS PROPER INSTALLATION. 0 1 Y OPEN TO STRUCTURE ABOVE 7. ALL CONDUIT TO MEET CODE MINIMUM Jeffrey B. Cause y 4 4 8. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUNDS ARE 6568 Bluebonnet Drive 2 TY — r- — — USED. Carlsbad, CA 92011 I 1 x 9. INSIDE OF CONDUIT SHALL BE FREE OF BURRS. O O 1 1 O 10. ALL BENDS IN CONDUIT SHALL BE 6"OR LARGER. '` 11. MAXIMUM LOADS FOR ALL BRANCH CIRCUITS SHALL BE 80%. TYP. 12. ALL ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. " L= SYMBOLS a' ALL O 0 SURFACE MOUNTED FLUORESCENT LAMP LIGHT I FIXTURE z 24X48 ACOUSTICAL CEILING TILE Q ARMSTRONG CIRRUS IN A W I SUSPENDED"T-BAR"SYSTEM. M ..; `' ! I� HARDLID CEILING-HEIGHT PER PLAN W O "GYPSUM BOARD SCREED TO STUDS TAPE/TEXTURED AND PAINTED PER SCHED. G `. SEE DTLS. 2, 17 ON SHEET A400 W O O _ ry RECESSED FLUORESCENT LAMP LIGHT FIXTURE r c nJO � ¢ U, ' Q SUSPENDED FLUORESCENT LAMP LIGHT FIXTURE r XXX ROOM# O NOT A EXISTING AREA OUT OF SCOPE OF WORK A \` ] X ELEVATION IDENTIFICATION Lu TELCO BD AXXX P1RE � SHEET WHERE THE ELEVATION IS LOCATEDARM PANEL l ,ry. ISSUES AND REVISIONS IRE RISE, F. 1-1/2" I.D. PIPE RAIL 11RE 6 2'-2" 2'-4" 1' I No DESCRIPTION DATE n PLAN REV — ISION 12 2 2 1 \ 3 0 3 ca ♦ . ,.., .. .. a ,. .xy. :. : .. ., . . -. . . . ...' .. x ..�.. v.\. ,« .....x,.,. ...a.. <.., x .. m,sm w W11 : s?\ M A oo INTERIOR STAIRS: UPPER—J ------------- APPROACH AND LOWER TREAD T+12}( SHALL HAVE WARNING STRIPES. PROJECT: 1" MAX. FROM EDGE OF TREAD. TENANT IMPROVEMENT FOR: REFLECTED CEILING PLAN LUMBER LIQUIDATORS STORE 1331 SCALE: 1/8"=1'-0" STAIR PLAN _ 2 STAIR ELEVATION 7301 SW DARTMOUTH RD. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" TIGARD, OR 97223 PLAN NORTH DATE: 11/7/2013 DRAWN: MTR/RC SCALE: AS NOTED JOB NUMBER: 3291 CAD FILE: G:\LUMBER LI..\1327WESTMIN... SHEET TITLE: REFLECTED CEILING PLAN SHEET: A300 i NOTE: ROOF SHEATHING TO ROOF STRUCTURE LUSARDI CONTRACTOR HAVE THE ROOF STRUCTURE ABOVE 2X6 ROOF FRAMING(F.V.) EXISTING ABOVE CONSTRUCTION COMPANY OPTION TO USE EITHER j EXTRA EDGE WA LRIOR / REINFORCEMENT STEEL STUD OR WOOD EXISTING CALIFORNIA CORPORATE OFFICE INSULATION @CONDITIONED \ EXTERIOR 1570 LINDA VISTA DRIVE,SAN MA(?0)744-9064RNIA 92078 WALL PH. 760 744-3133, FAX STUDSPROVIDED T HAT AREAS WITH SCRIM SHEET TO BE / � PAINTED,SEE MECHANICAL I �� WALLS COMPLY WITH THE PLANS FOR INSULATION R-VALUE 8"GYP. BD. THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS SEE 3/A400 FOR ATTACHMENT �� THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS BUILDING CODE STANDARDS. R13 INSULATION 77 COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR I CONSENT FROM LUSARDI CONSTRUCTION COMPANY. (IF STEEL STUD IS UTILIZED PLACE STAPLE IN THE .....:.....:. , ..... .., . :... .... . ... ... STOP DRYWALL 6"ABOVE CEILING,IF I REINFORCEMENT AREA 6"O.C.WITH FLAME SPREAD 25 WITH SUSPENDED CEILING SYSTEM IS NOT A STAPLE WITHIN 1"OF THE END OF EXTENDED FLANGES USED EXTEND DRYWALL TO ROOF THE FLANGE.STAPLES SHOULD BE FIBERGLAS R-30 INSULATION Z co ORIENTED IN A DIAGONAL PATTERN TO STRADDLE THE REINFORCEMENT PER STRANDS. FURRING WALL FURRING FINISH 5/8"GYP. BD. PER DTL.6 WALL SCHED. THIS SHEET BEYOND Teffley OPTIONAL ATTACHMENT: BOTH SIDES EXISTING WINDOW USE 16d DOUBLE HEADED NAILS AND 18 GA GALVANIZED WIRES @ 16"O.C. / SUSPENDED CEILING SYSTEM WALL STUDS California 1629 *� .icrnsc a(1'_58 0 0 (WHEN OCCURS) OF 00p SHOWROOM WAREHOUSE 4 WALL PARTITION @ CMU WALL 5 FURRING @ WINDOW HEAD Jeffrey B. Causey 6568 Bluebonnet Drive >M ALL STUD r4POR11ATION IS BAM ON STEYL SM MANUFACTURERS ASSOCIATION (SSMA)Iced X71-043P Carlsbad, C A 92011 TO ROOF STRUCTURE 5/8"TYPE"X"GYP.BD.EA.SIDEABOVE PAINT AND TEXTURE cl�02-1` MEMBER DEPTH: FLANGE WIDTH: SHOWROOM SIDE SIDES US GYP. (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" —162 X MANUAL#WP 1200. ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS STOP DRYWALL 6"ABOVE CEILING, IF INCHES. FOR ALL "Y' SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. EXTEND TO ROOF STRUCTURE FV DEPTH IS THE INSIDE DIMENSION. BOTH SIDES IF CEILING IS NOT V SUSPENDED CEILING SYSTEM IS NOT 600 S 162 - 54 cn USED EXTEND DRYWALL TO ROOF MATERIAL THICKNESS: _ Z STYLE: PRESENT. w (EXAMPLE: SND OR JOIST SECTION =S) (EXAMPLE: 0.054 IN. =54 MILS; 1 MIL =1/1000 THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE Q THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL EXISTING PER THICKNESS REPRESENTS 95%OF THE DESIGN LLLfffFINISH s= STUDFURRORG JOIST,T = TRACK,U = CHANNEL, THICKNESS. Q SC EXTERIOR WALL SUSPENDED THICKNESS-STEEL COMPONETS DESIGN STIFFENING LIP LENGTH CEILING SYSTEM Q (WHEN OCCURS) 1ry MINIMUM DESIGN INSIDE REF. MINIMUM DESIGN INSIDE REF. FLANGE DESIGN STIFFENING THICKNESS THICKNESS CORNER ONLY THICKNESS THICKNESS CORNER ONLY SECTION 5/8"GYP. BD. (MILS) (IN) RADII(IN) GA.NO. (MILS) (IN) RADII(IN) GA.NO. WIDTH LIP LENGTH(IN) to 0.0188 110543 25 43 0.0451 0.0712 Is 5125 1-1/4 0.1m R-13 INSULATION 00 27 0.0283 0.0796 22 54 0.0566 0.0849 1e S137 1-3/8' aars R-13 INSULATION 30 0.0312 0.0781 20 68 0.0713 0.1069 14 S162 1-5/8' 0.500U. 33 M0346 0.0764 2D 97 111017 0.1525 12 5200 r 0.x25 .145 DIA,x 1-1/4"POWER DRIVEN 1/2"GAP S250 2-1/2" ae2s FASTENER @ 24"O.C.PER T Ki Saco 3-11. IAA I.C.B.O.#1639 INTERIOR NON-STRUCTURAL NON-COMPOSITE: BOTTOM TRACK SAME GA.AS WALL W/MIN. 1"LONG FLANGES (S)STUD Fy SPACING 5 PSF (S)STUD Fy SPACING 5 PSF MEMBER (ksi) (IN.)O.C. L/120 MEMBER (ksi) (IN.)O.C. L/120 &MIN.2"SCREWS 162Si25-18 33 if 9'-0' 400Si25-30 33 if 21'-5' CO 162Si25-18 33 16' 7'-9' 4005125-30 33 18• 18'-8' CONC.SLAB CO N 1825125-18 33 24' 6'-4' 4006125-30 33 24' 15'-2' BASE FLOORINGPER M N 162SI23-30 37 12' 11'-Ir 400SI25-33 33 1r 23'-r e ° a \ / 1825125-30 33 IV 1O-,r 400x125-33 33 18 20'-0' ° � d .as. FINISH SCHEDULE ui 1625125.-30 33 2e 8'-1• 4005125-33 33 24' , 16'-4• \ C 162Si25-33 33 It 12'-0' 400SI25-43 33 tr 26'-1' CONCRETE SLAB / �c• 162Si25-33 33 18' 10'-11' 4005125-43 33 t8' 23'-9' O W �/�// O 162Si25-33 33 24' 9'-6' 4005125-43 33 24' 19'-11' LL 250xI25-18 33 1r 1r-r 400SI25-54 50 1r 2r-11' 2 DEMISING WALL 3 ROOF INSULATION ATTACHMENT 6 FURRING WALL 7 QQ MM25-18 33 Is'- 10'-Iir 4006125-54 50 16' 25'-4• 2505125-18 33 .24' 8'-10' 4005125-54 50 2,C 22'-r 25oSt25-30 33 1r 18'-1' 400x125-88 50 12' �'-t0' FRAMING,SEE O > Q 2505125-30 33 te' 14'-r 400Si25-ee 50 18' 27-r ALLOWABLE CEILING 250SI25-30 33 24" 12.-0" 40OS125-88 50 ZV 2S-e- SLIP TRACK GAUGE SCHEDULE SPAN TABLE 13 (n 2505125-33 33 if 16'—r 6006125-30 33 tr 28'-10• STUD HEIGHT SLIP TRACK SCREWS TO MEMBER r� 2505125-33 33 16' 15'-1' 600S125-30 33 16' 24'-1i' �� U) Q 2505125-33 33 24' W-10' 6=25-30 33 24' 20'-4• 20'&UNDER 20 GA. (2)#8 @ 24"D.C. PARTITION WALL (Y� 2503125-43 33 tr 1a'-1" 600x,25-33 33 tr 31'-r � i` OVER 20'UP TO 30' 18 GA. PER PLAN DOUBLE STUD JAMB 2503125-43 33 16' 16'-5' 6005125-33 33 16' 2r-0' (2)#8 @ 24"O.C. PER 250S125-43 33 24" 14'-4' 8005125-33 33 24• 22'-1' OVER 30'UP TO 40' 16 GA. (3)#8 @ 24"O.C. PARTITION WALL CEILINGV 362St25-18 33 12` i4-0' 500x125-43 33' It 36'-r PER PLAN PRE-FINISHED METAL PLAN z 352SI25�-18 33 16' t2'-r 600S125-43 33' ' 16' 32'-1t' 382Si25-18 33 24` 9'-it'e 5005125-43 33 24' 2r-0• DOUBLE STUD DOOR FRAME PER HEADER SCHEDULE WAREHOUSE CORRIDOR/ 362x,25-30 33 it 20'-3" 600x125-54 50 It 3e'-9• _ _ _ _ OFFICE/ 3825125-30 33 16' tr-r 6005125-54 50 16' 35'-3' SNAP-ON"PRE-FINISHED RESTROOM 382S125-30 33 24' t4'-4' 500x125-54 50 24 30-9' SLiP TRACK(GA.PER METAL TRIM 362Si25-33 33 12" 21'-it' GODS125-68 50 it 41'-r SCHEDULE)W/MIN. %"CLEAR GAP CLOSER WHERE OCCURS W 3625125-W 33 is' 18'-11• 6=25-88 50 18' 3r-9" 1-1/2"FLANGES.ATTACH PER DOOR SCHEDULE 362x125-33 33 24' 15'-5" 500x125-68 50 24 33'-0" TO ROO/FLOOR MEMBER ( I 20 GA DEEP LEG 3825125-43 33 it 24'-r SOOS125-43 33 it 45'-i' W/WAFER HEAD STREAKERS ( I TOP TRACK 3625125-43 33 16• 21•-11• aM25-43 33 16• 3'-i• PER CHART ABOVE FRAMING,SEE 362Si25-43 33 24• 18'-t0' 800x125-43 33 24' 3i'-1i' I METAL STUDS ALLOWABLE CEILING 362Si25-54 50 1 25-10' 8005125-54 50 i2" W-icr ( I PER PLAN SPAN TABLE 13 3625125-54 50 16' 23'-5' 8OOS125-54 50 18' 44'-4• 0 3625125-54 50 24• 20'-6' 800Si25-54 50 2,C 39'-9• 5 362SI25-68 50 12' 2r-r 80OS125-68 50 1r 92'-10- /a"GYP. BD. BOTH SIDES(U.N.O.) DOOR PER PRE-FINISHED METAL ATTACH TO TOP TRACK I I SCHEDULE DOOR FRAME PER "SNAP-ON"PRE-FINISHED DOOR PER SCHEDULE 3625125-68 50 is" 25'-1' 800x125-68 50 16• 48'-0" ONLY NOT TO SLIP TRACK .I I SCHEDULE METAL TRIM 362S125-69 So 24• 21' 11 600x125-ee 50 24' 41'-11• PER ISSUES AND REVISIONS 400Si25-18 33 12' 14'-9'e CEILING 4005125-18 33 IV IX-10's 40OS125-18 33 24' 10'-5's PLAN VIEW 5/8"GYP.BOARD PLAN No DESCRIPTION DATE « NIEH STIFFB*M ARE REQUIRED AT SUPPORTS Q PLAN REVISION 12-23-2013 5/8"GYP.BOARD 1 LIMITING WALL HEIGHT TABLE - L/120 9 SLIP TRACK/TOP TRACK INSTALLATION 10 INTERIOR DOOR HEAD 11 INTERIOR DOOR JAMB BLOCKING AS R-111WHENTHE REQUIRED (R-13 WHEN THE OTHER SiDE IS NM ALL STUD Ra'ORMATiM IS BASED ON STEM STUD MANUFACTURERS ASSOCIATION(SW)MO pt-4943P COD MEMBER DEPTH: FLANGE WIDTH: (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1,625" —162 X I2"M/N. 1 2"DIA.PIPE HANDRAIL WAREHOUSE) 5/8"GYP. BOARD � ALL MEMEBER DEPTHS ARE TAKEN IN 1/t OO 1/100 INCHES) ALL FLANGE WIDTHS VERTICALS @ 4'-0"O.C. EAST /4" MIN. SEE SCHEDULES w INCHES. FOR ALL"T" SECTIONS MEMBER ARE TAKEN IN t/100 INCHES. MAIN RUNNER DON NORTH �' ( ) w DEPTH IS THE INSIDE DIMENSION. 2! MAIN 2 -600 S 162 -� GRID I.C.B.O. �} TEE u' PROJECT: STYLE: MATERIAL THICKNESS: (EXAMPLE: STUD OR JOIST SECTION —S) (EXAMPLE 0.054 IN. =54 MILS; 1 MIL =1/1000 ?� w TENANT IMPROVEMENT FOR: STRUCTURE CORRIDOR/ CORRIDOR/ LUMBER LIQUIDATORS THE FOUR ALPHA CHARACTERS UTILIZED BY ME MATERIAL THICKNESS IS THE MINIMUM BASE / OFFICE/ OFFICE/ L THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL S= STUD OR JOIST,T= TRACK,U = CHANNEL, THICKNESS REPRESENTS 95%OF THE DESIGN F= FURRING THICKNESS. n MI RESTROOM RESTROOM STORE 1331 4 PSF 3-5/8",25 GA.STL.STUD 7301 SW DARTMOUTH RD. CEILING SPAN TABLE NOTES: LATERAL SUPPORT OF COMPRESSION FLANGE COMPRESSION STRUT. BEND& WALL VERTICAL TIGARD, OR 97223 UNSUPPORTED MID-SPAN - SCREW ATTACH TO STRUCTURE x SOU H COMPRESSION STRUT g 1. VALUES ARE FOR SINGLE SPANS. J=VACM�)O.Q �SPACM�)0� ° SECTION: (MIL) 1r 16• 24• 1r 16• 211• m W/(2)#14 R.H.W.S. PROVIDE WITHIN @ 12'-0"O.C.EACH ° DATE: 11/7/2013 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI 4005125 19 9'+6'e 8'-9'5 '?'+10'5 13'-0"e 11'-11'0 1(1-5's WAY MAX. YIELD STRENGTH STEEL. 2"OF EA. BRACING WIRE WEST 15 4005125 27 '10'-11" 10'-1' 9'-t" 15'-5" 14'-r t2'-9' INTERSECTION(12'-0"MAX.) 3. FPR FULLY BRACED CEILINGS, USE MID—SPAN BRACED VALUES. STUD w 40=25 30 ,11'-4 10'-5' S-4" 18'-0' 14'-9• 13'-t o a DRAWN: MTR/RC 4. END BEARING LENGTH = 1" MINIMUM RAMP 45 TYP.@ AL 400S125 33 ti'-9"' 10'-10' 9'-6' 16'-r 15'-3" 13'-Ir FOUR NO. 12 GA. BRACING WIRES, BRACING WIRES 4005125 43 13'-0 12'-0• 10-8' 18'_3. 18'_10. 15-11• SURFACE SPLAYED 90 DEG.FROM EACH SCALE: AS NOTED 4 PSF OTHER AT AN ANGLE NOT 74\0" MAX. 12'-0"O.C.EAC IRECTI N MAX. LATERAL SUPPORT OF COMPRESSION FLANGE 400S137 27 12'-4• 11'-5• 10'-r 1r-r 16'-4" 14'-8• JOB NUMBER: UNSUPPORTED MID-SPAN EXCEEDING 45 DEGREES&WITH 3 6 12 GA.WIRE,TYP.4 3291 111151 rmmc(IL a0. JOIST 5PAo110(t)0.c 40OS137 30 it-9" it-10' 10'-r 18'-r 16'-10' 15'-l" (h TIGHT TURNS EACH. PER COMP.STRUT SEE CAD FILE: G:\LUMBER LI..\1327WESTMIN... SECTION: (MIL) 1r 16• 211• 1r IT za• 4005137 311 13'-r 1r—r to'-11' te'-9' tr-4 15-r a . 3825125 to 9'-r 8'-r r-r i2'-8' t1'-r to'-o' I I �, d I I I a e ABOVE DTL 4=37 43 14'-r 13'-8' 12'-0' 20'-r 19'-0• tr-0" 3825125 27 to'-8' 9'-10' 8'-to' is'-0' t3'-t1' 12'-4' I ^ i I ° CROSS RUNNER 400SI62 33 15'-0" 13'-11' 12'-8' 21'-5' 19'-10" 1r-9" n CONC. SLAB 362Si25 30 ti'-o• IO`-t V-1' 15'-6" i4'-4• 12'-10' a cl a a SHEET TITLE: 4005162 43 16'-r 15'-3' i3'-8' 23'-4• 21'-r 19'-,r i I i PROVIDE VERTICAL 36225 3311.-5' 11'-r 9'-5" 16'-t 14'-10" 13'-3• I WIRE HANGARS @ INTERIOR DETAILS 800.S125 27 12'-5"e 11'-e's 10'-4'e it-11"s W-re 14'-9'e ACOUSTIC CLG.SUB.TO PROVIDE WIRE 362s125 43 12'-8' tr-e' 10'-5' 1r-a' 16'-5• u'-e' t_ Ll 8006125 30 12'-9' t1'-10' t0-r 18'-5' 1r-1' 15'-3' 4'-0"O.C.EACH WAY 3825137 27 12-0 1t'-t 10'-0' ,r-r t5'-11' 14'-3' L I FOR LIGHTS&MECH.DUCTS/REGISTERS �P a° oa e00St25 33 13'-t 12'-3' ii'-0' 19'-11' tr-r i5'-t0' C.M.U.WALL PER CODE.FINAL CONNECTION BY ° a 3825137 30 12'-r 11'-8' 10'-4' 1r-•8" 16'-5• 14'-8' ° °a 6005125 43 14'-6' 13'-4' 11'-11' 20'-6" 19'-0• it-o" PER STRUCT. APPROVAL SUB. 382Si37 33 12'-11' 11'-11' 10'-8' 18'-4 16'-11' 15-t i eODS137 27 14-Oe 13'-0'e 11'-9'e 20'-re 18'-6"s t6'-9'e I ACOUSTICAL TILE SHEET: 362S137 43 14'-3' 13'-t 11'-8 20'-0' 18'-6' 18'-r _ MECHANICAL AND LIGHT FIXTURES MUST BE CONNECTED TO CLG. SYSTEM PER 362Si62 33 14'-8' 13'-r 12'-t 20'-10' 18'-11' 18'-6' 9005137 30 1#'-S' 13'-4• T2'-o' 20+to• 19'-3' 1r-3' i � - ONE(1)VERTICAL 12 GA.WIRE ATTACHED TO OPPOSING PER FINISH 8005137 33 14'-11 13'-9' 2'-5" 21'-5' 19'-10' 1T-10" NOTE:REFER TO LIMITING HEIGHT 3825162 43 18'-2" 14'-1Y i3-4' 22'-8' 20-r t8'-0' �- - CORNERS ALONG THE FIXTURE'S DIAGONAL.THESE WIRES 0 . SCHEDULE TABLE WHEN NECESSARY 8a0S137 43 16'-r 15'-0' 13'-5' 23'-1` .21'-5' 19'-3" —L_ e: WEB Si1FFENERS ARE REQUIRED AT SUPPORTS MAY BE SLACK(UBC STD 25.213.25.214) Q 800S182 33 18'-11' 15'-8' 14'-1' 24'-5' 22'-8' 20'-5' WALL 6005182 43 18'-5' tr-0' 15-r 28'-4 24-4' 21'-it' 1 13 ALLOWABLE CEILING SPANS - L/240 14 HANDRAIL 15 LAY-IN TILE CEILING BRACING 16 SUSPENDED T-BAR CEILING 17 PARTITION WALL & HARDLID CEILING LUSARDI FRP-1 WAINSCOT TOILET ACCESSORIES NOTES: 4'-0"A.F.F. (TYP.) FRP-1 WAINSCOT (BOBRICK) 1)WATER CLOSETS TO BE FLUSH VALVE TYPE CONSTRUCTION COMPANY FRP-1 WAINSCOT 4'-0"A.F.F. (TYP.) 2)FAUCET CONTROLS AND OPERATING MECHANISMS AT 4'-0"A.F.F. (TYP.) B-2620 CLASSIC SURFACE MOUNTED PAPER TOWEL 5/8"GREEN BD. A COMMON-USE KITCHEN AND/OR BAR/SINKS AREAS.THE 5/8"GREEN BD.@ @ 5/8"GREEN BD. @ DISPENSER. WALLS PAINTED 5/8"GREEN BD. @ WALLS PAINTED CONTROLS SHALL BE SUCH THAT THEY SHALL:(1)BE CALIFORNIA CORPORATE OFFICE 8'-3" 8'-3" WALLS PAINTED PER SCHED. WALLS PAINTED 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 PER SCHED. (TYP.) PER SCHED. PER SCHED. O OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE PH.(760)744-3133, FAX(760)744-9064 GRASPING,PINCHING,OR TWISTING OF THE WRIST; _ _ 7 j — — — — ZI /. O B-6806 X 36"HORIZONTAL GRAB BAR (2)REQUIRE NO MORE THAN SLBS.FORCE TO ACTIVATE; AND(3)BE LEVER-OPERATED OR PUSH-TYPE.UPC 1508.1 THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS /' THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION -I•- ` H H 43)ALL PARTITIONS TO BE MOUNTED/ANCHORED TO BOTH COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS 54" MIN. / O B-6806 X 42"HORIZONTAL GRAB BAR THE FLOOR AND CEILING. COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING 3 — — — — — 3 / FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR \ 42" MIN. 'v 36"MIN. / 4 A 2 C 2 iAn 4 i — O B-221 SURFACE MOUNTED TOILET SEAT COVER 4)ALL NEW AND EXISTING RESTROOMS TO COMPLY WITH CONSENT FROM LUSARDI CONSTRUCTION COMPANY. El _ DISPENSER. CURRENT ADA STANDARDS&REQUIREMENTS. D D Z x - \ \ - Q - B-685 SURFACE MOUNTED SINGLE ROLL TOILET PAPER E F F E o — M rn M o F HOLDER OD M 18- r 4" MIN. MIN. L PROVIDE PIPE INSULATION @ HOT WATER&DRAIN PIPES BELOW COUNTER ISI B-290 24"X36"STAINLESS STEEL FRAMED MIRROR. W Jeffrey @ ALL SINK& LAVATORY LOCATIONS, PLAN VIEW COMPLY WITH ADA PROVISIONS IC a haJ.Cali(Imia SCALE: 1/4"=V-0" NOTE: ccn.e_62 sHEIGHT O SS THE BAR MUSTF THE GRAB BARS TO BE 33"BE RAISED TO NO HIGHER THAN E36 INCHES AR J ``74&OF OR�G ELEVATION #1 ELEVATION #2 ELEVATION #3 ELEVATION #4 BECAUSE OF THE TANK(WHEN OCCURS). SCALE: 1/4"= V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" Jeffrey B. Causey 1 RESTROOMS 6568 Bluebonnet Drive Carlsbad, CA 92011 1 - �, MEN N �. "ANDICMED ACCESSIBLE MEN WOMEN UNISEX RESTROOMS FRSTFL.RN WALL-SIGNAGE(TYP.) co �"V DOOR MOUNTED SIGNAGE WALL ry MOUNTED SIGNAGE 00 CV t,& r LL EN 1 LETTERING DOOR MOUNTED RAISED 1/32" SIGNAGE(TYP.) NOTE: PICTOGRAMS AND/OR 0 LETTERING ARE NOT REO. (D / \ ON DOOR-MOUNTED SIGNAGE. uiM INNCO ..:: ui M N HEIGHT OF \ / CORRESPONDING O LETTERING 5/8"MIN GRADE II BRAILLE cc NN G L.L W0 (3 Q 2 RESTROOM SIGNAGE 0 u � U) qr— O M z z w ISSUES AND REVISIONS No DESCRIPTION DATE PROJECT: TENANT IMPROVEMENT FOR: LUMBER LIQUIDATORS STORE 1331 7301 SW DARTMOUTH RD. TIGARD, OR 97223 DATE: 11/7/2013 DRAWN: MTR/RC SCALE: AS NOTED JOB NUMBER: 3291 CAD FILE: G:\LUMBER LI..\1327WESTMIN... SHEET TITLE: RESTROOMS SHEET: GENERAL NOTES AC32LUSA Di El CEILING E � M. E� 10 C MTD . 1. POWER WIRING, CONDUIT, SWITCHES AND TIME CLOCKS SHALL BE CONSTRUCTION COMPANY FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 6"0 EXHAUST DUCT UP 2 2. LOW VOLTAGE WIRE AND CONDUIT SHALL BE FURNISHED & i THRU ROOF TO ROOF JACK. INSTALLED BY ELECTRICAL CON- TRACTOR. FINAL CONNECTIONS BY AIR (TYPICAL FOR 2) ! I CONDITIONING CONTRACTOR. CALIFORNIA CORPORATE OFFICE I 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 PH.(760)744-3133,FAX(760)744-9064 ! 3. GENERAL CONTRACTOR SHALL FURNISH AND/OR INSTALL CUTTING, 10"0 NECK CD I PATCHING, FRAMING, ROOFING, PAINTING, EQUIPMENT SCREENING, CURBS, i ! I OR PLATFORMS WITH THE REQUIREMENTS OF THE AIR CONDITIONING 300 CFM THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS _ _ THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION — - - - :�-�t _-_' ;-,�'--�- �- __ s-''-�. -.-�.�:-_r-r+,+C.—_..r'.. _-'`,5..P,'�•-,ti-'�_.cr-�-._,i�.>•-"-_='-_'}..,..-.,_..-_,.,-,,.-,T._...___ s".*--_�,. .y..�:n -'.`.[.��.s-5___ ... --__r z._ ..a.v--.�.-.._;._l Yiw_�_r++c-,.a._�-i.sal..-Il�.�_.�.a.a•_..1..!__•ikc"�14l..YaJ..,�a-".aw:'s.r. �.•c»-_-.ten.:1raRir.�'a:- ---------------+- � : +me-" s .�aes. s�.x �rsa a� rr a :a•wa�: aa!+a lata: .aaasa J 4. EQUIPMENT, INSTALLATION AND OPERATION SHALL R BE IN COMPANY,WHETHER WORK FOR WHICH IT WAS RENDE ED IS Er _• : �` /t •e .;`y"s" ^_`y,,,,',_x ^;,, ,l .y-=4• s,• ;a..r..•. x. r`.•a .tt,i•'• ANCE WITH ALL APPLICABLE CODES. COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING .,, r•t',;• iii,=r''s' �'._ ,+yam-. - ••«' � .,,� t:. '"'., .,i* +•7� X11°-'+ I r, FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR 8"0 NECK CD _ �, < _ t: .. ,: :: t'', i, .=+r. ''•y "`` fi' ��y�� "r " 5""1'w. t` •°r �' NEW DIGITAL WALL THERMOSTAT. ^' ±i�`. CONSENT FROM LUSARDI CONSTRUCTION COMPANY. 200 CFM `r'�, {s'••7;Pt.: fw s Z'' ^ �'sr t. • ,s�l «X j a'y I '% » ;y w •. C.T.=s� ..;�. ;.s-_-�3':`. y„� ' -Y'�>�'� ,y.:;'..:f -x' K•w,�.-�,��. ti.l � MTD AT 48 AFF 112 ^;' -y, i ' .t y9�us"� } #F.. . . ..t• <.S�`�:ar� If11Itl1IlE f {`:" 7� • .` .. L • .)G �;1,,.;:'k..�,r ,( �r�`.moi•.'•••_ �•'•,�'.hw�� f�� - •R ± � !_... •.S`^,.r�,�, r y'•i -�• �' 'da-1 -�„•,� •^ `i't:`. y .1�•:'ti'•+�',: �.��> :. I r» NOTE: i 1 �-;'�.•'�y`,"..'a.1✓�•r�/'I � k ,,�.-: `- "_- --_- .,=t-••- !x •u.-• d°:'.- ; :�= �: ,•;... .e-.�I�y� HVAC CONTRACTOR SHALL RE-BALANCE ; I _ DUCT WORK :. :, �•+ .•,,..,:•a;•" j :.f. f ., �, w =,, AC UNIT TO CFM S AS SHOWN TO. t ±,. .t •} :. w l x."r^•-�. w:�••. �,r... .;;,`-a•�P`. 4•.8.3=• �•t•"a +.w•1's: '.:: tea'' `••= --i'' is 4 :` �!.-.^•: • " �:fl f SHEET METAL WHERE SHOWN ,� '"� �. , .:.•.• :..• •u „•':•;;=......:+,i�•:.:`. � :. .•t..,;. ,s} .a• xv I i :_i r� 1 (.-•,� ( t 1111-11llr!//!l!l///R/i 3I/ J` =: 18 i� _ 31 GALVANIZED IRON FABRICATED & INSTALLED AS PER 2010 CALIFORNIA � f•^ _ i " I MECHANICAL CODE & 2008 CALIFORNIA TITLE 24 STANDARDS. f L--------- ° ---------- -_ -------A_ `_ 4X24 RE rj I ! '=g` Z.,V ;.+ I `� 0 I j SUPPLY & RETURN MAINS +�'` ,�,}\ ^: 1. :- �� 7� I t✓% r—s- ' 1. - U '01ov, .� 1� _/�A i I ,I 11/15/2013 1 ! 10 0 . ` �: " 's^, 1 I �� 1 ± 1. SPIRAL DUCT FABRICATED, INSTALLED, & INSULATED AS PER CODE. All 800 1 1 `. � % : .'.a;�+� f± II D 0 EXISTING 12 1/2 TON i OR �� PR FFSS s : �5 GINE i0 GAS 2. RECTANGULAR OR ROUND FABRICATED & INSTALLED AS PER UMC /ELECTRIC AC UNIT I .� � s: ON ROOF. 5000 CFM SUPPLY CODE. 16775PE 3. TMTL DUCTWORK EXPOSED IN SALES AREA SHALL BE PREPAREDI !s CA AIR----------------------------------------------- -t, {) y ALL SHEE 0 �/i �-;- TO EXCEPT PAINTING. r i `� 1 1 !% res fief`=' /'. t- k C 'u• GUTHRIE & ASSOCANC. &U' " . I I s f OREG I (4) 12 0 NECK CDS �._ , ± i 4 /, : <•f• , . 2004 W. z31 ST STREET :72. I I TORRANCE, CAUFORNIA 90501 1500,CFM EAGI I i �N y 1 `�`' a TEL 310 787-7825 FAX 310; 787-7835 C.V 4 i ' °�' °' " :` =tip :r AIR DISTRIBUTION ±; i » i f {Qi ; '> �::� ` O I i EMAIL xnaHOGuthen%cam 120 140 ± i ',; x_�y, (2)24X16 BAR TYPE I �,' SUPPLY AIR REGISTERS EXPIRATION DATE 06/30/Z2.15 rf } 1' r = RIK CEILING DIFFUSER I i i I ! 11 �' i -----�0 /1250 CFM EACH TITUS MODEL TUR. STEEL. FACTORY OFF WHITE 1600 i E' er 1-20"1"1 I ; --,I" :- 1 I `,20"0 = I t �c' 4 ON ( `� \ i I 1 is O #26. THREWE (3) ADJUSTABLE CONES. ROUND DUCT CONNECTION. isl...y., � � � � � �• -°,, 12,",0 20*0 i i e�> CEILING DIFFUSER - HARD CEILING Ips i i al I ,/ P.O.0 i k._. i I '� .�.; AIR­,, I +' TITUS MODEL MCD. STEEL TWO (2) i NOTE: 1;rsuoa r':-� i _ ; 48X24 RET. # I i ' {� 1 ' °1 ,F REGISTER. .\�� CNN. NEW SUPPLY & �- ( WAY. MODULAR CORE. • • SEE NOTE NO. 3 IN ± I ✓j t - I R � j°'' RETURN DUCT & EXTEND I a _ DUC�TW K�SCHEDUI F,� s�ua��> r f a ,�.t-------•-•-- AS SHOWN. j J`_._ _._ 6ul;cr, I 1AIR GRII IF . p 11 le - moi _f 1a1 ou±�t 10 0 � I RETURN ,/t I `-` ® FRAMED HORIZONTAL FRONT FACE BAR. zlx� -�-+ ----- '•�ti• -,rte I - 12X12 RET. AIR i STEEL. OFF WHITE, yIir»rriy *ir tri i>��r�jrry y iit �/>l��r//r� .. REGISTER - `;... •" !` ;: : I i"- SIDE WALL SUPPLY LL r- =`•_ t.s - .._ -_g --As -•..;,•-..tet f.->" f `a-- .i -t". R. _^+as, - � - - -9 ; T1TUS MODEL 350RL HORIZONTAL FRONT FACE t y a ' . ►'�'"s °: "zip 1 ,����� � ,�- ..•.--. . _ _ _ - BARS DOUBLE DEFLECTION. STEEL �. .-.- .�''>� -k: .8: - --...e. -s .. .g -T_ ..,T' .if..Y':t.?'..y_....., a .. r • �. .. .: >s a aw w• a-...e w ,s a,x.. r s >r ae•a. �•a. - w a• s.r - a na 3x wr.,.ae a•. e +.w ; _-#�':z-,-. ..,-Y•,:.......,i. . ..e., ..__ r... ..... .{_.,.,r s;-..._ w-= ...__dr.:.�=_,.._s...._..-a.__._ :.._3..,.._� ..i _ '! �. ea--a r iif; : . _ _.Y.•. _ �.,,.rte. ��>s _. . �. / i�3 - _.�. - � � ..�:-�z .x"- .�.. h:•_Y � �.. ♦ i�l iiiiil ili i!iiiiJ�ii iii ji i � �/_ /._ .��t__ / ■_ _�._ - ''.x•-r -c4: - - ,,:��!•.S v � ten.- i y� 3' - _ �• _ 5��'. _- -:! - Y au` - �.:fa•- Wiz•.-- _ •.;?-. _ `.�v "6-y Y -15-+ t:d� _asp-`-syad R- - _Z�'•• A_ z _ y r 214- "+7-:' .y µ �- ::?`;.'--` •ei'" .AF.'"',. •....'a''.y'': :r_.. - ^•;.s:• <J••�-f-;w ' _4t ' ..-:� - -ax .-•. e..'_ .»i:.. :`•,.-.a_-.'>e -.-."..' 'u ;it } _•Sr^`--a:w [� - .'Y. ;3c- Y -lf• yz f'-r - - r' i AN-CEILING -. a ,. - _ EXHAUST F G .. x _.. ..-<. .,.-- ... - Wit. •__ ..� ,. ,- '. _..a_ s s .r U t- .. µ r . l.e ' q - +w.L r M = N MANUAL DAMPER 0 CEILING EF EXHAUST FAN - CEILING I'!! DIFFUSER W/ LOCKING QUADRANT. CN (TYP. ALL DIFFUSERS) 1 PANASONIC MODEL FV-11VK3 W ^0 110 CFM 0 0.25" SP �� C ry MOUNT CEILING DIFFUSERS ® 6"C EXHAUST DUCT. > G 0 SAME HEIGTH AS LIGHT FIXTURE. LIGHT SWI T DAMPER. - LIGHT SWITCH CONTROL O W � O 12 FT. AFF. (TYPICAL) HVAC P FRAC. HP. 115 VOLT. SCALE: 1/8"=1'-0" � 0 W 0 J 0 � rr<n PLAN NORTH W V r I— O M z W I Q � z W J ISSUES AND REVISIONS No DESCRIPTION DATE PROJECT: TENANT IMPROVEMENT FOR: LUMBER LIQUIDATORS STORE 1331 7301 SW DARTMOUTH RD. TIGARD,OR 97223 DATE: 11/7/2013 DRAWN: DGBB SCALE: AS NOTED JOB NUMBER: 31XX CAD FILE: G:ILUMBER LI..11327WESTMIN... SHEET TITLE: SCHED, NOTES REFERENCE ONLY NOT APPROVED WITH THIS PERMIT DETAILS & HVAC PLAN SHEET: ■ GA PROJECT# 131104 ❑ 7. Stair, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. COMcheck Software Version 3.9.2 LU AR I CONSTRUCTION COMPANY F-110.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Envelope Compliance Certificate ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. CALIFORNIA CORPORATE OFFICE LJ Doors LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 Doors that open directly from a space less than 3000 sq,ft. in area. PH. (760)744-3133, FAX(760)744-9064 F-1Doorsused primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. 2009 I ECC ❑ Doors opening directly from a sleeping/dwelling unit. ❑ Alteration projects that replace an existing door,provided,however,that existing vestibules(i.e.,pre-alteration)are not removed. Section 1: Project Information THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION Section 4: Compliance Statement Project Type:Alteration COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS pUNAUTHORIZED Project Title : Lumber Liquidators FOR ANY PU POSE S STRICTLYY PROH B TED WIT ODUT PRIOR Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans, Construction Site: OvaneriAgent' Designet!Contraclor CONSENT FROM LUSARDI CONSTRUCTION COMPANY. specifications and other calculations submitted with this permit application.The proposed envelope alteration project has been designed to 7301 S'v^J Da-trrrauth RD Lambe' _iqu dators Lusac i 'Urstructior Company meet the 2009 IECC requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Requirements Checklist. Tigard,OR 97?W3 1570 Linda Vista Drive San arcos,CA 92078 760_74,313J Name-Title Signature Date bsuemnick@ l usardi.cona Section 2: General Information Buildarg Location (for;,weather data) Tigard, Oregon lunate Zor a 4c Building Space Gond+tiorringTypers; Nonresidential 11/15/2013 Activity Type(s) Floor Areat>� � D PROFESS Retail 7t � ENGINEER /by Section 3: Requirements Checklist Ga Q' 1677 PE T- GUTHRIE & ASSOC INC nn U 2004 W. 231 ST STREET �� OREGQpC Climate-Specific Requirements:. TORRANCE, CALIFORNIA 90501 TEL 310 787-7825 R-Value Proposed Max.Allowed FAX (310) 787-7835 A C. _ EMAIL emailOGuth Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC 9 - - --- - --- ---- IXPIRATION DATE: 06/30/2015 Roof 1 .Attic Reof,.;th Steel Joa,ta Fxe,iip,ion 7-raming cavity rct --- --- exposed Exterior yNal:1 Wooct-Framed.1 "4.c Exe-i)pbon Framing cavity rot exposed. y'Andoyv" Nietal Frame'Double DarC 'inted, Fxempr on C,117ing --- --- replacen er,t it existing sash or frame _xteriof A+`drali 2:Wood-:"rimed, 16'c,c Exemption Framing Cavity not ex posed. xterior.^Jal:3 Wood-Framed, 16"c c Exemption Fratning -- cavity not exposed ■ ■ x*erior Nal'4,Wood-Framed, 1r"o c ExemptionFrarning --- -- Cxavltt rot exposed 37ocr ` ni)sulatcd Sing!e.Lajcr Metal Non-Swinging _- 0,500 „`0 =1O aor .t Slab- r t Grade Unheated LOCO 0 730 Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ H!is ws and l,enetrat ons are c-au.iked,gasketed or ccvered vVith a moisture vapor-permeable vvrapning material installed in accordance with the manufacturers r.stahation Instruction,, _j iinoo s,doors and skc�hghis certifies' as nee Trig:eakage requuernerts _I ? C:orrponent R-values&r I factors laveied es certified 4 No root r�->ulntion is in 4a!ed on z ,X*girds i coiling,,with removable ei:; t panels i 'Other co-n.rents have supporting dcci mewtation for nr poseo 1 F artor� �/ r3. Insulation Installed according to manuracturei's irstruct•ons, ^.r substantiat cor..act rdth the surface being and in a manner that L.L achieves the rated R-value w^ thcut compressing the+vsuiation CO Project Title: Lumber Liquidators Report date: 11/14/13 Project Title Lurr,aer Liquidators ,Repot date '1;14'13M Z) ti UJ o Data filename: J:\1311041Calcs\131104_Tigard_COMcheck_Current.cek Page 2 of 5 Data filen.arae .1 t1,;1rw41Ca1cs1131?0>t_" M igard_CDc Ye� �u k_ .rrPnt cck ?age t f 5 C) 2 W Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system O U O C) specifications and other calculations submitted with this permit application.The proposed mechanical alteration project has been designed ❑ 4. Load calculations per ASHRAE/RCCA Standard 183. Q Q to meet the 2009 IECC,Chapter 8,requirements in COMcheck Version 3.9.2 and to comply with the mandatory requirements in the Li 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override, 10-hour backup O� N Requirements Checklist, Exception(s): COMcheck Software Version 3.9.2 foy L.L ❑ Continuously operating zones 0 O ❑ 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum Mechanical Compliance Certificate U) Name-Title Signature Date ❑ 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building IV r Section 6: Post Construction Compliance Statement R-8 insulation between ducts and the building exterior when ducts are part of a building assembly 0 Exception(s): (� ❑ HVAC record drawings of the actual installation,system capacities,calibration information,and performance data for each equipment ❑ Ducts located within equipment 2009 IECC provided to the owner. ❑ Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment Section 1: Project Information z Written HVAC balancing and operations repot vi d to t/he owner. ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts:UL 181A or 181 B tapes and mastics The above post construction requirements have be co pfgJre>rl, I . ❑ 10.Hot water pipe insulation: 1.5 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Project Type:Alteration GI KRISHNA C.V. KUMAR VVV""VVV 1fWW� 11/15/13 Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Project Titin: : Lumber Liquidators �\\ Steam pipe insulation: 1.5 in.for pipes<=1.5 in. and 3 in.for pipes >1.5 in. Principal Mechanical Designer-Name Signature Date Exception(s): Construction Site: Ctivner/Agent: Designer/Coritractor: g71 ❑ Piping within HVAC equipment. TivaiSWDa-tr. outh RD. Luirber Liquidators Lusaci i Construction FCompary J r ?4I 7 1-1 ,57.E Jnca Vista Drwe ❑ Fluid temperatures between 55 and 105°F. ;a-,1`03iccs, CA 92078 ❑ Fluid not heated or cooled with renewable energy. 760-74-3133 bsuerntiic*(Iusardi,corr ❑ Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHR1840 rating). ❑ Runouts<4 ft in length. Section 2: General Information ❑ 11.Operation and maintenance manual provided to building owner ❑ 12.Thermostatic controls have 5°F deadband Euilding Location rfor�:-,reather data; Tigard, Oregon Exception(s): C-:Iir'natt[''-ar?e 4c ❑ Thermostats requiring manual changeover between heating and cooling Section 3: Mechanical Systems List F-1 Special occupancy orspecial applications where wide temperature ranges are not acceptable and are approved by the authorityISSUES AND REVISIONS having jurisdiction. Quantity System Type&Description ❑ 13.Balancing devices provided in accordance with IMC(2006)603.17 NO DESCRIPTION DATE Li14.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by H'v'AC Sysern 1 (Single Zane i systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor Heating each-Ceritial Fe nice, Gas Capacity= 180 ketu;h airflow greater than 3000 cfm. Proposed EFi ency= rO 30% Ft Requur d Et',-enc;=80 000,, Ft Exception(s): Cooling 1 each-Rooftop-Package Unit.Ca 7ncrti= n2 kBtu'1. k.-Cooled Condenser Air Economizer Proposed Effic.ency== 11.00 EER, Required Efficiency= 10 E30 EER ❑ Systems with heat recovery. I-an System None ❑ Multiple-zone systems without DDC of individual zones communicating with a central control panel. 'Aiater Heater 1 ❑ Systems with a design outdoor airflow less than 1200 cfm. Cectrc,instantaneous Aiater Fleater,Capac ty-G gallons ❑ Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. N.-minimurn efficiency,requirerr rent applies ❑ 15.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings Section 4: Requirements Checklist Exception(s): q PROJECT: ❑ Gravity dampers acceptable in buildings<3 stories TENANT IMPROVEMENT FOR: ❑ 16.Automatic controls for freeze protection systems present Requirements Specific To: HVAC System 1 : LUMBER LIQUIDATORS ❑ 17.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted I Equipment rrinir um efficiency Centra!Furna.e G isi 80 00 oro Et(or 78% AFL E) Exception(s): -1 2- Equipment rrinirT,uri efficieric4 Rocftcp�1acicage'Jr-i: 10.80 EER STORE 1331 ❑ Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code 1 3. Integrated economize-is required for this location and system 7301 SW DARTMOUTH RD. prohibits the use of energy recovery systems. _j 4. Cool•ig systeri erovides a meas to relieve excess o.,tc.or air during economizer operation TIGARD OR 97223 -1ga 5. Hot s bypass prohibited unless system has multiple steps of unloadirg or continuous capacity modu!atior. [j Systems serving spaces that are heated and not cooled to less than 60°F. ' J 6 Hot gas bypass limited to 150%of total coolrr.g ca acity DATE: 11/7/2013 ❑ Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Requirements Specific To: Water Heater 1 ❑ Heating systems in climates with less than 3600 HDD. Mater DRAWN: DG/BB ". heating r*aeet•minimum effisse•,cy red:.,irement�.: No eff:cien:cy iequ+remerrts for electric instantaneous stiater fleatez- ❑ Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. ❑ Systems requiring dehumidification that employ energy recovery in series with the cooling coil. 1 2. First o ft or oattet piping is nsulated SCALE: AS NOTED ❑ Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air Generic Requirements: Must be met by all systems to which the requirement is applicable: JOB NUMBER: 31XX volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements: J Pant e uiprnert ar.d systeri,caaac:ity na greater ti,arr needed to meet!Dasa a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature, c)cooled to no lower F rc==irr r;,; REFERENCE ONLY CAD FILE: G:\LUMBER LI..\1327WESTMIN... than 3°F above room setpoint temperature,d)no humidification added, e)no simultaneous heating and cooling. ❑ ardby equipment automaticaliv of'vrhen primar�syster„is operating Li Multiple ur its contro led to sec-,jene ope•a,roi as a�urct on of load NOT APPROVED WITH THIS PERMIT SHEET TITLE:COM CHECK Section 5: Compliance Statement I Mmim,am orp tprnperature c^,n of de•�ce ppr systern COMPLIANCE FORMS Project Title: Lumber Liquidators 1 q Report date. 11/14/13 Project Title. Lumber Liquidators Report date. 11/14/13 Project Title Loniber Liquidators report date '1114,11 , SHEET: Data filename: JA131104\Calcs\131104_Tigard_COMcheck-Current.cck Page 5 of 5 Data filename: J:\131104\Calcs\131104_Tigard COMcheck Page 4 of 5 Data filename. J�13i1C4tCaIcM131104 Tigard,_CON`Icheck_t;urrent.cck Page 3 of 5 M2mO GA PROJECT# 131104 LUSA D1 FOR ENLARGED TOILET LAYOUT PLUMBING FIXTURE SCHEDULE rt CONSTRUCTION COMPANY SEE DRAWING THIS SHEET. c) ITEM DESCRIPTION WST TR VT CW HW SPECIFICATIONS & REMARKS I i i CALIFORNIA CORPORATE OFFICE WATER CLOSET-FLUSH TANK 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 FLUSH TANK, PRESSURE ASSISTED, VITREOUS AMERICAN STANDARD "CADET" PH.(760)744-3133, FAX(760)744-9064 -- --- ! } CHINA WHITE, ELONGATED 1.28 GPF. ADA " I } ,,�A I ' ,3 1 i 1�'` 1 I , �; I 1 4 INT 2 3/4 - 17 HEIGHT EL #2168.100, SIDE f , I APPROVED. 17" RIM HEIGHT. OPEN FRONT TRIP LEVER. } � .� � — ! — � �, I } j SEAT LESS COVER. THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION I -- — — =_ }^ 1 '?+�ss�r_aW_ - I aa.rs+a s�a��i��l wrisii a:`�riiwisv�asw i. aii`s iis: ---lam— `_/ - - ..�r.�r_�l.r��ii.�.�. ..-.�.a���s=::�.���..��a�W------ } COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS 1 , I LAVATORY COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING �1 ' ! ��. / \ I ;I !fix) Na 1 ; , 1 _ 1 " i "r _,.l -CD - qw�� EXISTING CW NEAR 1 �! ! VITREOUS CHINA, WALL HUNG, WHITE FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR EXIST. 4 WASTE _� r t I i I , 3 I FRONT OVERFLOW. 4" O.C. FAUCET HOLES AMERICAN STANDARD 0356,041. CONSENT FROM LUSARDI CONSTRUCTION COMPANY. FIELD VERIFY DEPTH ,;i-� r- --�-� i ___�- �� ROOF. & LOCATION. ' Baa-' t. , e `- Gam' I } i - =T �; L 2 1 1/4 1 1/2 1/2 3/8 BLADE HANDLE. S-60-G-H � � � r v r ���-`�I� � � I L.A. PATTERN P TRAP GRID STRAINER & �� I _ I. , - Ii 1 STOPS. METERING FAUCET .5 GPM, SELF CLOSING. ADA APPROVED z } _ ` _ _ ;4 1 CHRONOMITE MODEL S-30L ELECTRIC_INSTANTANEOUS r - - - 1 � > I WATER HEATER .5 GPM ® 40 F T.R. I� x 1� �--' ; it I WALL MOUNT BELOW LAV. SEE DETAIL 208 VOLT, 1 PHASE. -� 3000 WATT. �_ _ ,� 1 i _ 1 THIS SHEET. I ________ �__________ �_-_----�--------_� ��; � it 1 r � i ! 1 G } ij -' S='?'G �' ' Si001 " ` '• it I rn r- !� 11/15/2013 ELECTRIC INSTANTANEOUS 1 HGPM 0 16'MODEL S-901 ��C�E Fss D PROF WATER HEATER c-� _ _ _ 220 VOLT, 1 PHASE. �5 GIN6 i �+ WALL MOUNT ABOVE SERVICE SINK. 3/8 3/8 9000 WATT. �'N i} n t; 16775PE I; = 1 � it �? 1 DRINKING FOUNTAIN GUTHRIE & ASSOC.INC. OREG INTERCEPT 1 COND. DR. I HALSEY TAYLOR HAC 8 FBL-Q 2004 W. 231 ST STREE7 ' r' DF HI LO WALL HUNG, 1 5HP, 120V } �� �� , ! I'(i I'•; i BELOW ROOF & EXTEND TO i �I / / FURNISHED WITH PLUG-IN 3 TORRANCE, CALIFORNIA 90501 ,, 1 .v �!�_ ( ; II I I I; a t; S.4, 8GPH, ADA APPROVED. 2 1 1/4 1 1/2 1 1/2 - TEL (310 �e�-7825 t � y ! 1 j, 1 SER. SINK. } #, I 1 FAX (3to) 787-7835 A C.V } WIRE GROUNDING TYPE SERVICE l; CORD. EMAIL emaYOGutheng com 1 s ! li ' I UJ ' f I I EXISTING 12 1/2 TON AC , EXPIRATION DATE 06/30J20i5 I I �--� t I + II � l � ---, MOP SINK MOP SINK ® ,.�— UNIT ON ROOF. (REF.) �g FIAT MODEL FL1 20 1/4X17 1/4X , I ;' I PLASTIC COMPOSITE SINK WITH FOUR LEGS . ' 1 I I i ;� I 13 DEEP. PLASTIC COMPOSITE. } j `� r i :. ; i'� 1• 1 ;'� {'� & DECK MOUNTED FAUCET. 2 2 1 1/2 1/2 1/2 ' FOUR (4) LEGS. DECK FAUCET. - ip}I}; t-^ �jy�a r �-� ,.:y\�� -�- I 1 ��"` t •1 1 .,u.,_ � 1 —1 ��/ l9j .3��-• { i daa"+;\ III ! ,i- tt � ) i 1� � } ; Baa b,:u�a;u I �I r ■ '� �a }G ? ! rn 1 FAUCET W/ LAVATORY , ._ _-_._.._.J spc2:j xvm— iq ilC_ �a;G!f1 S;U2Y0 Ili f �....._.—._._._..� - i s ,;cw aaa;q �by,1 4 Hoeg s ! + •'•� ;? , f j �j 0.5 GPM FLOW OR SINK I -i:a - �:- 'C!7o i5_ iS �t1c aulTM','ow. �I i / - --------__ ' --------- ------- yj� ---- -- ' {}+ ' ;I , t �z: �; ii (MUST BE INSTALLED) U. 3 I. i .�-�E_ +- .X` h•r�' - F •-Ou '"!:_ `�` „�; " �_� Ji'' 1+ a8ais ---ri i----r--_-------r-- rri ------- ---- �a.75 y- a!! .vaali irs+".esrl l,.sa i.rra :er,r:i! �"asrs��+.,"alra rrs rl a+.ai _ rsr ia31 I �'<- ..- = x�'"� _ -•<u fes--3+ � F: � � t$a ,,fs -r- ---r � ! i i i i - aa. w f -_ _-w.- r---_• -'- _,_..-amu ._•se_ti .... _._ - -.i1r:. _ - ANT - _ TANKLESS INST _ r ._. _ _�__ _ , .__ _ f 3 WAY STOP _ _- __ ____ _ _ __ __ _ _R ._. ---.._z__. .< �.:_ -•� rte. . - _. - a �� x _ I FLOW HEATER r. 1/2 LD W PT - - CO WATER N TLE 3 8 INLET K 5" 3/8- TO LAV r +�-a c_. . - __- .-.. , r4_ -. ,..- 4 - _ _ -r _.. _ _ .. _r .:.. • ... ..X SS'.i.z i-....+e # aY " ... - .._ - -..- ... .. _ � e. -.- _ .. ..Y. _.. r-_a - -r- ..- r e, u a sf tir r� >'S 4 �.�n�-v '.."'S--• _�-`.^T- `�• +.,_�:: ... 4-....,_ ..._.,-�- � ,._-.._ .-.--.-. _ ._., ._-rt>e -.__ ,..,-_ _. f_. ._�,,_,,. .- ter.- a "k- Y-s- --a,. •�.-.- �•_ -3"- . � SECURE WALL-- - ._- - --- - _ - - -• 4= - - ,- �- - - - _ .>.- . ., tom. TO HEATER 3 8 :. WITH TOGGLE BOLTS M = M O Uj TRAP �� ` / �r N W � N PLUMBING FLOOR PLAN -FLOOR UNE O SCALE: 1/8"=1'-0" > LjLj 0 0 w - PLAN NORTH INSTANT - FLOW ELECT. WATER HEATER cr. ---� oPCL 0 Q GENERAL NOTES I-- c REQUIRED CLEANOUTS PER. SECTION S 40681107. U) Q 1. ALL WORK SHALL CONFORM TO THE UNIFORM PLUMBING CODE LOCAL CODES. INCLUDING INSTALLATION OF ALL we 4"w> 2"v � ~ 1 4"W, *V 2. VERIFY SIZE, DEPTH, LOCATION AND ADEQUACY OF ALL UTILITIES, AND SEWER INVERTS. (TYP. FOR 2) INSTANT WALL 3. BEFORE STARTING WORK ALL PIPING IN FINISHED AREAS SHALL BE CONCEALED WHERE POSSIBLE,AND EXPOSED z 2 MOUNT. 2 MOUNT. H & CW PIPING SHALL BE RUN AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 103 ' 02 � SEE DETAIL 4. ALL LINES TO BE AWAY FROM BEARING FOOTINGS, OR AS DIRECTED BY STRUCTURAL ENGINEER. L 2"W, 1 1/2" V I ! ' " MS 2"W, 1 1/2" V ( EE gp 7��� ��pE��,{ ��KEg 1 1/2 CW, 3/8 HW 1 CD ON. IN WALL S) FALL APPLIANCE ADT PLbANB NVENTS FRnA AfiUOTESLAST TEN (10) FEET IN HORIZONTAL DIRECTION OR THREE W (TVP. FOR 2) 2"VTR 1" CW ON. IN WALL & SPILL INTO SS. 1 1/2" CW, 3/8" HW TO HDR. D 3/4" CW ON. IN WALL 6. SEWER TO BE RUN ® 1/4" SLOPE. UPC (2001 CPC.)SEC. 718.1 LARGER MAY BE LAID AT A SLOPE OF NOT LESS `.WC '`- TO HDR. THAN 1% WHEN FIRST APPROVED BY THE BUILDING DEPARTMENT. ! \, \ t CONN. NEW 4 WASTE r 1- TO EXISTING. FIELD i " i 1 1/2" I i 01 - CD--� P.O.0 VERIFY LOCATION & �` 4 r �.� 2*� r 1 . 1 FCO INVERT. r _� »� _ ; CONN. NEW 1- CW TO PIPE MATERIAL SCHEDULE1`412 I ��� "t ;1 EXISTING & EXTEND ISSUES AND REVISIONS 3/4 i} �__ ; AS SHOWN. SERVICE PIPE FITTINGS LOCATION No DESCRIPTION DATE W� �..---- — - r--- ---� EXISTING CW ABOVE GRADE - --��--� —�-� WASTE & VENT CAST IRON NO HUB CAST IRON NO HUB DF HI/LO ADA 2"WN 1 1/2"V WASTE & VENT ABS SCH. 40. ABS SCH. 40. BELOW GRADE 1/2 CW SOLVENT WELD. WH INSTANT WALL -- -- `, - WROUGHT COPPER HOT AND COLD COPPER TYPE "L" ABOVE GRADE 1 MOUNT. C. WATER HARD DRAWN 3/8" H & Cw SEE DETAIL ; y„ COLD COPPER TYPE "L" BELOW GRADE PROJECT: (TYP. FOR 2) WATER HARD DRAWN WROUGHT COPPER TENANT IMPROVEMENT FOR: P206 LUMBER LIQUIDATORS STORE 1331 7301 SW DARTMOUTH RD. ENLARGED PLUMBING PLAN- TIGARD, OR 97223 DATE: 11/7/2013 SCALE: 1/4"=1'-0" DRAWN: DG/BB PLAN NORTH SCALE: ASNOTED JOB NUMBER: 31XX CAD FILE: G:\LUMBER Ll..\1327WESTMIN... REFERENCE ONLY SHEET TIT ��HED, NOTES NOT APPROVED WITH THIS PERMIT DETAILS & PLUMB PLAN SHEET: 180 GA PROJECT# 131104 ---1# ;4 CONDUIT CONCEALED WITHIN BUILDING 1. PROVIDE ALL MATERIALS AND LABOR AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATING SYSTEM. L U A ' WALLS OR CEILING SPACE. 7 DENOTES #12 THHN/THWN EQUIPMENT CONDUIT ROUTED BELOW FINISHED GROUND WIRE U.O.N. ' - ]- 2. COORDINATE AND OBTAIN APPROVALS FROM ALL RESPECTIVE UTILITY COMPANIES AS REQUIRED FOR �- CONSTRUCTION COMPANY -ff�� GRADE AND / OR CONCRETE SLAB. r DENOTES #12 THHN/THWN ISOLATED A COMPLETE AND OPERATING INSTALLATION. _ x INCLUDE CODE SIZED COPPER BOND GROUND WIRE U.O.N. `��� ~ � ��-" CONDUCTOR (NOT SHOWN ON PLAN) IN 3. INSTALL RACEWAY SYSTEMS AS FOLLOWS: CALIFORNIA CORPORATE OFFICE ALL NON-METALLIC CONDUIT RUNS. ALL HOMERUNS AND BRANCH CIRCUITS a, USE ELECTRIC METALLIC TUBE CONDUIT IN ALL AREAS PROTECTED ABOVE CEILING OR IN WALLS. 1570 LINDA ViSTA DRIVE,SAN MARCOS,CALIFORNIA 92078 SHALL HAVE GROUND WIRE - U.O.N.. b. USE RIGID GALVANIZED STEEL IN ALL AREAS EXPOSED TO WEATHER OR PHYSICAL DAMAGE. PH.(760)744-3133, FAX(760)744-9064 HOMERUN TO DESTINATION AS CROSS LINE DENOTES c. USE FLEXIBLE METALLIC CONDUIT ONLY IN AREAS AS PERMITTED BY LOCAL CODE AUTHORITY. • INDICATED. REFER TO CONDUIT SYMBOL QUANTITY OF #12 THHN/THWN USE SEAL-TiTE IN AREAS EXPOSED TO WEATHER. ABOVE. CONDUCTORS - U.O.N.. d. USE COMPRESSION TYPE FITTINGS FOR ELECTRICAL METALLIC TUBING WHERE UTILIZED. THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS e. USE P.V.C. CONDUIT UNDERGROUND WITH CODE SIZED GROUND. CONDUIT RISERS AND STUBS THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION �0 INDICATES CONDUIT DROP WITHIN NO CROSS LINE DENOTES COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS ABOVE GRADE SHALL BE I.M.C. WITH HALF-LAPPED TAPE COVERING OR P.V.C. COATING. COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING BUILDING WALL. REFER TO CONDUIT 2#12 & 1#12G THHN/THWN FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR SYMBOL ABOVE. CONDUCTORS - U.O.N.. f. THE USE OF MC CABLE ROMEX OR IS NOT PERMITTED AS LONG AS IT ALLOWS BY AHJ. CONSENT FROM LUSARDI CONSTRUCTION COMPANY. -0 INDICATES CONDUIT RISER WITHIN CONDUIT SHALL BE 3/4" MIN. - U.O.N.. 4. ALL NEW WIRING SHALL BE COPPER TYPE "THHN/THWN" - U.O.N.. BUILDING WALL. REFER TO CONDUIT SYMBOL ABOVE. 5. ALL CEILING MOUNTED ELECTRICAL DEVICES AND/OR EQUIPMENT SHALL BE SUPPORTED FROM THE CEILING GRID, NOT FROM CEILING TILE, - 6. ALL FIXTURE, DEVICE, ETC... LOCATIONS SHALL BE VERIFIED WITH ARCH. DRAWINGS AS WELL AS EQUIPMENT SUPPLIER REQUIREMENTS PRIOR TO ANY ROUGH-IN WORK. 7. ALL LIGHTING FIXTURES SHALL BE MOUNTED AND SUPPORTED IN ACCORDANCE WITH OSHA STANDARDS AND ALL NATIONAL AND LOCAL ELECTRICAL CODES. 8. ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE MOUNTING KITS AS REQUIRED TO SUIT THE EXACT TYPE OF CEILING TO WHICH THEY ARE MOUNTED, V 9. THESE DRAWINGS ARE DIAGRAMMATIC AND REPRESENT THE INTENT OF EQUIPMENT, DEVICES, ETC... T E A I 0 BE CONNECTED AND THE CIRCUITS TO WHICH THEY ARE TO BE CONNECTED TO. CONTRACTOR SHALL INSTALL ALL CONDUIT, J-BOXES, ETC... AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. 9 Y I A-23 i 10. ALL EXTERIOR EQUIPMENT SHALL BE WEATHERPROOF. 11. ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK iN STRICT ACCORDANCE WITH ALL LOCAL AND NATIONAL GOVERNING CODES. r�,rffirrffiri����rfsiii��i���riiri�irriri�if�iiiff�iii�iir�rr� -- •rii y 12. ALL EQUIPMENT SHALL BE NEW AND BEAR A "UL" LABEL - U.O.N.. 13. ELECTRICAL CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. ./ 14. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF (1) 10, r - ; RI fYEAR - U.O.N.. . 15. ELECTRICAL CONTRACTOR SHALL INCLUDE IN BID - COSTS FOR ALL HVAC CONTROL COMPONENTS, CONDUITS, DEVICES, ETC... AS DEEMED NECESSARY FOR A COMPLETE AND OPERATING HVAC SYSTEM. REFER TO MECHANICAL DRAWINGS, DIAGRAMS AND SPECS FOR THOSE ITEMS REQUIRED UNDER THE MILE ELECTRICAL SECTION OF THIS CONTRACT. `f.� 16. ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID DATE, TO VERIFY ALL EXISTING CONDITIONS % % TO BE ENCOUNTERED IN THE INSTALLATION OF ALL NEW EQUIPMENT, FIXTURES DEVICES, FEEDERS, ETC.. EXACT INSTALLATION METHOD AND REQUIREMENTS SHALL BE VERIFIED AND DETERMINED PRIOR TO BID DATE. CONTRACTORS SHALL IMMEDIATELY NOTIFY THIS ENGINEER OF ANY REQUIRED MODIFICATIONS WHICH ARE NOT SHOWN ON THESE DRAWINGS. SUBMITTAL OF BID INDICATES CONTRACTOR IS Q COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED. 17. ALL EQUIPMENT ELECTRICAL CHARACTERISTICS, NEMA CONFIGURATION, LOCATIONS, AND CONNECTION REQUIREMEN = M ---- -- - -- - -- = _ --- --- - - _ -_ - - - - - - -- - --- - -- -- - -- - -- - - - SHALL BE VERIFIED PRIOR TO ANY ROUGH-IN WORK. (y) 18. ELECTRICAL CONTRACTOR SHALL FURNISH THE FOLLOWING SHOP DRAWINGS FOR PRIOR APPROVAL: O a. ALL SUBSTITUTED LIGHT FIXTURES. ry -- -- f I b. ALL ELECTRICAL SERVICE EQUIPMENT, DISTRIBUTION EQUIPMENT AND PANELBOARDS. W O c. OTHER ITEMS AS SPECIFICALLY INDICATED. 0 - ( 100 Q o 1 SEE SHEET E200 FOR CONT. i THESE ITEMS SHALL BE APPROVED BY THIS OFFICE PRIOR TO ANY COMMENCEMENT OF PLACING ' `• ' A-21 ORDERS OR PERFORMING ANY ROUGH-IN WORK. O Q U) 0 - - - - - - - - -- - - -- - - - i.^- - - - -• ---- -- - -- " �... -- 19. COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.C. ART. 250. r-2 ~ O 20. PENETRATIONS OF ALL FIRE RATED WALLS OR CEILINGS SHALL BE FIRE RATED IN ACCORDANCE WITH M ALL LOCAL AND NATIONAL CODES. ~ � 21. PROVIDE RIVETED ON ENGRAVED PLASTIC NAMEPLATES (BLACK WITH WHITE LETTERS) FOR ALL MAJOR z ELECTRICAL EQUIPMENT. 22. PROVIDE THE OWNER NTH ONE SET OF ELECTRICAL "AS-BUILTS" AT THE COMPLETION OF JOB. z I 23. ALL DEVICES MOUNTED BACK TO BACK ON THE FIRE RATED WALL SHALL BE MOUNTED WITH 24" , ■ MINIMUM HORIZONTAL OFFSET. W 24. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, - -- -- - -- -- - _ - - - -- - --- -- - - - - - -- - - -- - - - - - -------- .._ REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 25. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR -- - -- - SPACES, ETC. ANY EXISTING CONDUITS, WIRES, BOXES, FITTINGS, FIXTURES OR OTHER ISSUES AND REVISIONS ELECTRICAL EQUIPMENT WHICH INTERFERES WITH TENANT IMPROVEMENT WORK. PROVIDE 0 DESCRIPTION DATE • CIRCUIT CONTINUATION REQUIRED FOR ALL EXISTING UTl_ES, FIXTURES, EQUIPMENT, No EQU T, ETC i __ - SCHEDULED TO REMAIN. i 26. LOCATION OF OUTLET SHOWN IS APPROXIMATE ONLY AND OUTLET MAY BE MOVED TO SUIT EQUIPMENT LAYOUT. COORDINATE WITH ARCHITECT AND/OR TENANT REPRESENTATIVES L - FOR EXACT LOCATION. - 27. PANELBOARDS SHALL BE PROVIDED WITH TYPEWRITTEN PANEL SCHEDULE MOUNTED - INSIDE EACH PANEL AND ENGRAVED PRIMARY/SECONDARY PANEL LABELS FROM SWITCHBOARD. 28. VERIFY ALL DISCONNECT SWITCHES, FUSE SIZES AND TYPES WITH MECHANICAL EQUIPMENT ROJEC . P T• TENANT IMPROVEMENT FOR: ' MANUFACTURER PRIOR TO INSTALLATION. LUMBER Ll)U I DATO RS 29. A SEPARATE GROUNDING CONDUCTOR SHALL BE RUN IN ALL NON METALLIC CONDUIT RUNS. STORE 1331 30. ALL ELECTRICAL DEVICES SHOWN IN LIGHT ARE EXISTING TO REMAIN AND DARK ARE NEW. 7301 SW DARTMOUTH RD. TIGARD, OR 97223 -_ 31• THE UNGROUNDED AND GROUNDED CONDUCTORS OF EACH MULTi-WIRE BRANCH CIRCUIT SHALL BE GROUPED DATE: 11/14/2013 BY APPROVED WIRE TiES OR SIMILAR MEANS IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGINATION. PROVIDE APPROVED HANDLE TiE AT CIRCUIT BREAKER AS REQUIRED. DRAWN: DS SCALE: AS NOTED REFEUNCE NOT APPROVED WITH THIONLY P PERMIT JOB NUMBER: 31XX • - .__,.= FIRE ALARM & SECURITY SYSTEMS: -- FIRE ALARM AND SECURITY SYSTEMS ARE CAD FILE: NOT PART OF THIS CONTRACT. DESIGN-BUILD CONTRACTOR WILL SUBMIT AS SEPARATE SHEET TITLE: PERMIT FOR APPROVAL. -- PROFEEMPIRE 3 OVERALL FLOOR PLAN v �GINEF � 831PE9 CONSULTING ENGINEERS LIGHTING CONSULTANTS SHEET: 7010 ARLINGTON AVE., SUITE 205 OVERALL FLOOR PLAN RIVERSIDE, CA. 92503 1/8" - 1'-0" 4> 0 E T'% TEL: (951) 509-1900 FAX: (951) 509-1911 100 Cr, E3 PROJECT NO.: 13088-00-160 l�q t T N1 MpG� PROJECT MANAGER: TRAWTH MOCK, P.E. POWER AND SIGNAL SYMBOLS LIST POWER PLAN GENERAL NOTES LUSARDI ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND 1. ((� STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE WALL ��= CON 1T MOUNTED AT +18" A.F.F. - U.O.N. ® STANDARD 20A, 120V-10 GROUNDING TYPE FOUR-PLEX RECEPTACLE MOUNTED COMBINATION TELEPHONE/DATA OUTLET AT +18" A.F.F., U.O.N. OFFSET 24" MINIMUM. STRUCTION COMPANY WITHIN FLUSH OR SURFACE FLOOR OUTLET BOX. PROVIDE 1" CONDUIT STUB-UP 6" MINIMUM INTO ACCESSIBLE CEILING SPACE. STANDARD 20A, 120V-1sb GROUNDING TYPE FOUR-PLEX RECEPTACLE WALL 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED "F" DENOTES FLUSH AND "S" DENOTES SURFACE � STANDARD A7 +18" A.F.F. - U.O.N. T TELEPHONE OUTLET AT +18" A.F.F., U.ON. - PROVIDE 1" CONDUIT FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL MOUDISCONNECT SWITCH. AMPS - VOLTS & POLES AND FUSED OR NON-FUSED STUB-UP 6" MINIMUM INTO ACCESSIBLE CEILING SPACE. OR GREATER THAN THE FIRE RATING OF THE WALL CALIFORNIA CORPORATE OFFICE 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 (n STANDARD 20A, 120V-141 GROUNDING TYPE GFCI DUPLEX RECEPTACLE WALL AS INDICATED. " PH.(760)744-3133, FAX(760)744-9064 MOUNTED AT +18" A.F.F. - U.O.N. 1177 Q DATA OUTLET AT +18 A.F.F., U.ON. - PROVIDE 1 CONDUIT 3. HEIGHT OF ALL RECEPTACLES AT COUNTER SHELVES, ETC., SHALL BE COMBINATION STARTER DISCONNECT SWITCH. AMPS - VOLTS & POLES STUB-UP 6" MINIMUM INTO ACCESSIBLE CEILING SPACE. VERIFIED WITH OWNER PRIOR TO ROUGH-IN. PROVIDE G.F.C.I. TYPE Ey AS INDICATED. RECEPTACLE WITHIN 6 FEET OF ANY SINK. STANDARD 20A, 12OV-10 GROUNDING TYPE GFCI FOUR-PLEX RECEPTACLE WALL ® COMBINATION TELEPHONE/DATA OUTLET MOUNTED WITHIN FLUSH OR SURFACE OUTLET BOX. THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS MOUNTED AT +18" A.F.F. - U.O.N. " " " " THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION F DENOTES FLUSH AND S DENOTES SURFACE 4. ALL EMPTY CONDUITS SHALL HAVE PULL ROPES FROM END TO END WITH MANUAL MOTOR STARTER SWITCH. RATED ® 1H.P. MIN-120V - 10 - U.O.N. PROPER LABEL. COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS STANDARD 20A, 120V-141 GROUNDING TYPE DEDICATED FOUR-PLEX RECEPTACLE WALL �mCOMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING MOUNTED AT +18" A.F.F. - U.O.N. PROVIDE COMPLETE WITH THERMAL OVERLOAD PROTECTION. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED AT +18" A.F.F. FOR FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR 4 FLEXIBLE CONNECTION TO FURNITURE SYSTEM. STUB A 1 1/4" C.O. UP 6" ABOVE THE 5• PROVIDE LOCAL DISCONNECTS FOR ALL HARDWIRED EQUIPMENT THAT IS CONSENT FROM LUSARDI CONSTRUCTION COMPANY. STANDARD 20A, 120V-10 GROUNDING TYPE DEDICATED DUPLEX RECEPTACLE WALL JUNCTION BOX. SIZED BY THIS CONTRACTOR PER ACTUAL NUMBER OF CONDUITS ACCESSIBLE CEILING AND PROVIDE A BUSHING. VERIFY CONNECTION REQUIREMENTS AND LOCATIONS NOT "WITHIN LINE OF SIGNT" OF THE SOURCE PANEL. MOUNTED AT +18" A.F.F. - U.O.N. a AND/OR CONDUCTORS PASSING THRU ACCORDING TO NEC 2008 TABLE 314-16(a)(b). WITH FURNITURE MANUFACTURER PRIOR TO ROUGH-IN. STANDARD 20A, 120V-1 0 GROUNDING TYPE SIMPLEX RECEPTACLE, WALL MOUNTED CABLE N DATA OUTLET. PROVIDE 1"C.O. STUB-UP 6" MINIMUM INTO ACCESSIBLE CEILING SPACE. AT +18" A.F.F. - U.O.N. ELECTRICAL CHARACTERISTICS AND TOR OUTLET. H.P. OR F.L.A. - VCCONN CONNECTION OLTS & SREQUIREM REQE AS UIREMENTS WITH INSTALLED D. VEIFY —T — TELEPHONE SYSTEM CONDUIT 3/4-C.O. SIGNAL PLAN GNOTES 20A, 120V-10 ISOLATED GROUND DUPLEX RECEPTACLE WALL MOUNTED AT EQUIPMENT MANUFACTURER PRIOR TO ANY ROUGH-IN WORK. —T1 — TELEPHONE SYSTEM CONDUIT 1"C.O. +18" A.F.F. - U.O.N. 1. CONDUITS SHALL, (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN = BRANCH CIRCUIT PANELBOARD. FLUSH OR SURFACE MOUNTED AS INDICATED —T2— TELEPHONE SYSTEM CONDUIT 1 1/4"C.O. 30M (98FT), AND, (b) CONTAIN MORE THAN (2) 90 DEGREE BENDS OR (1) STANDARD 20A, 120V-10 GROUNDING TYPE ONE HALF SWITCHED DUPLEX RECEPTACLE ON PANELBOARD SCHEDULE. REVERSE BEND WITHOUT INSTALLING A PULL BOX. CONDUITS IN PLACE OF MOUNTED AT +18" A.F.F. - U.O.N. ® SERVICE ENTRANCE OR DISTRIBUTION EQUIPMENT AS SPECIFIED. —T3— TELEPHONE SYSTEM CONDUIT 1 1/2"C.O. PULL BOXES IS UNACCEPTABLE. STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED ABOVE 2. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 20 CEILING/BELOW TILE PER A.T.F. Q THERMOSTAT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. LBS. PROVIDE J-BOX BETWEEN +36" to +48" A.F.F. - U.O.N.. PROVIDE 1/2" C.O. TO SPECIAL RECEPTACLE MOUNTED AT +18" A.F.F. - U.O.N.. AMPS - VOLTS & ASSOCIATED HVAC UNIT OR ACCESSIBLE CEILING SPACE. 3• CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES OF THE PHASE AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH RELOCATED INTERNAL CONDUIT DIAMETER FOR CONDUITS 2" IN DIAMETER OR LESS, AND OR NEW INSTALLED EQUIPMENT SUPPLIER PRIOR TO PLACING ORDER. (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2" IN DIAMETER. SPECIAL 30A RECEPTACLE MOUNTED AT +18" A.F.F. -U.O.N.. VOLTS & PHASE _ =" 4. TERMINATE CONDUITS THAT PROTRUDE THROUGH STRUCTURAL FLOORS 3" AS INDICATED ON PLANS. VERIFY NEMA CONFIGURATION WITH INSTALLED EQUIPMENT -== ABOVE THE FLOOR SURFACE. SUPPLIER PRIOR TO PLACING ORDER. t' 5. INSTALL BUSHINGS AND BELL ENDS AS REQUIRED ON ALL CONDUITS. STANDARD 20A, 120V-10 GROUNDING TYPE DUPLEX RECEPTACLE MOUNTED I A-14/16 ® WITHIN FLUSH OR SURFACE FLOOR OUTLET BOX. -- - - ---' f- --- - - -------------- — ---'--- - - ------ --------- ---------- ---- ---- -------: - -- -- 6. FLEX CONDUIT IS GENERALLY UNACCEPTABLE FOR USE AS A F" DENOTES FLUSH AND S DENOTES SURFACEi � - - ---�---------------------- -------- --'------------ ------------- ---- COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND AS APPROVED IN WRITING BY THE ENGINEER I _ -=-f- f —M I '° 7. ALL SUB SLAB CONDUITS SHALL BE INSTALLED IN A MATTER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE RAIN WATER OR CONSTRUCTION WATER IS - LTG CONTROL LCP A-19 A-22 24 it A-18/20 PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR O �`� / M ,y �s '1 TO PLACEMENT OF COMMUNICATION CABLES. ` �, 8. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI/TIA/EIA-569A. u. !' + " i7. ;1 t DRINKING FOUNTAIN , 1 �r PULL BOXES FOR UNDER FLOOR CONDUIT RUNS ARE NOT PERMITTED .. i f \ UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS _-._ tit s' ' :• _ � __ �__-=- __ 17___.GFI - __: -' _ - --' I SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE I ' A-1.3.5 +42" yh I ° ``. -® CEILING SPACE. 3 ?; -1 1 j - ----- -: _49. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL W A3 -- ENTERED. r� fn 71 > 10. CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS AND OBTAIN APPROVAL cn PRIOR TO INSTALLATION. N +54" AFF -- - - _ _ _ - - -_T - - - - 1 � - -- - - -- - — - --_-- -.—__ f ''• °-, W 1� A-21 TEL BKBD.�.I` I,I ' 7 � � 7 , � � � � ri I W I- PLAN NOTES O r TI ! 21 r �' �■r Q WP J-BOX AND 120V DEDICATED POWER CIRCUIT FOR STORE SIGN. SIGN SHALL BE CONNECTED TO LIGHTING CONTROL/TIMECLOCK. PROVIDE NEW J0 Q TIMECLOCK AT SUB-PANEL AS REQUIRED. (} MOUNT RECEPTACLE OUTLET ABOVE WINDOW FOR DISPLAY/WINDOW. FIELD �- �. `" OVERIFY EXACT MOUNTING LOCATION AND REQUIREMENTS PRIOR TO C/) O -- -- --- ' - 13 I ROUGH-IN. g '4= TI a, ;i I I g RUN 1 1/2- C.O. W/PULL STRINGS TO MAIN TELEPHONE BACKBOARD. OFIELD VERIFY EXACT POINT-OF-CONNECTION. OF "I E `= 7 OPROVIDE (2) 1 C.O. W/PULL STRINGS FOR POS. m7 r Lu A-15 15 A-8 l'' J •j'zz I `if ! '! SIGN 'F` TI ISSUES AND REVISIONS 21 .. � DESCRIPTION � 1i � •� Na DATE 11 i i ' • .-oda % ` ' : I !I — f Li 1513 (TYP. OF 2) 2 4 ' PROJECT: - - - - TENANT IMPROVEMENT FOR: LUMBER LIQUIDATORS STORE 1331 I 7301 SW DARTMOUTH RD. TIGARD, OR 97223 11 _ SEE SHEET E10 OR CONT E 0'F DATE: 11/14/2013 POS 9f - -- REFERENCE ONLY - �- DRAWN DS - - r- •." --„• - - ra "*fi - sem. - - .-sia'c - ,__i - - - _ _ j = - L_ Ivo T - - - - �. ,� NOT APPROVED WITH THIS PERMI SCALE: AS NOTED = JOB NUMBER: 31XX CAD FILE: - - rr ■r : n a SHEET TITLE: r = � - - _ POWERSIGNAL PLAN & PROFFS EMPIRE 3 �5 s% mac' *G I N fF yy POWER & SIGNAL PLAN � 831PE� � CONSULTING ENGINEERS LIGHTING CONSULTANTS SHEET: 1/4" = 1'-0" 7010 ARLINGTON AVE., SUITE 205 RIVERSIDE, CA. 92503 TEL: (951) 509-1900 FAX: (951) 509-1911 200 PLAN NORTH ��c�'g 3�,ti� E3 PROJECT NO.: 13088-00-160 �P4 VU T R MpG PROJECT MANAGER: TRAWTH MOCK, P.E. LIGHT FIXTURE W/ EMERGENCY GENERAL NOTES LIGHTING FIXTURE SCHEDULE LUSARDIBATTERY PACKAGE 1. REFER TO ARCHITECTURAL REFLECTED CEILING AND ELEVATION PLANS CONSTRUCTION COMPANY MANUFACTURER LAMP QUANTITY TOTAL VOLTS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES. TYPE SYMBOLS CATALOG • AND TYPE WATTAGE REMARKS - - 2. PRIOR TO SUBMITTING SHOP DRAWINGS, CONTRACTOR TO VERIFY EXACT REMOVE THIS JUMPER WHERE LOCAL CEILING TYPE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND CALIFORNIA CORPORATE OFFICE H.E. WILLIAMS (3) 32W/T8 FLUOR 2X4 FLUOR. TROFFER AND PRISMATIC LENS SURFACE 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 SWITCHING IS REQUIRED O #LPT-24-332-SA12125-EB3-UNV 4100. K 89 UNV MOUNTED ON HARD-LID CEILINGPROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING PH, (760)744-3133, FAX(760)744-9064 . LOCAL SWITCH IF REQUIRED HARDWARE. NO SHUNT STRIP RELAY H.E. WILLIAMS (3) 32W/T8 FLUOR SAME AS TYPE EXCEPT WITH 90-MIN. EMERGENCY 3. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL REQUIRED -- AE #LPT-24-332-SA12125-EB3- 4100' K 89 UNV BATTERY BACK-UP1-LAMP W/1400 LUMENS). STRUCTURAL SUPPORTS AS REQUIRED BY THE CURRENTLY ADOPTED THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS - ! EM1400ST 1-UNV. ( / ) Q UNSWITCHED LINE BLACK H ISSUE OF THE UNIFORM BUILDING CODE, AS WELL AS ANY LOCAL THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION )-� H.E. WILLIAMS SUSPENDED 1X4 FLUORECENT LIGHT FIXTURE. PROVIDE COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS (3) 28W/TS FLUOR. CODES. COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING - WHITE (N} ! AC BALLAST O �L/4-UNV -WD-HOOK CABLE 84 UNV - a / 41dd' K SUSPENDED CABLE AS REQUIRED. FOR ANY PURPOSE (5 STRICTLY PROHIBITED WITHOUT PRIOR i r- -- B3 2-UNV 28W/T5 FLUOR4. ALL DIMMING BRANCH CIRCUITS WHERE INDICATED, SHALL BE PROVIDED CONSENT FROM LUSARDI CONSTRUCTION COMPANY, H.E. WILLIAMS (3) / . — BE GL-4-328TS-WD-HOOK/CABLE 84 UNV SAME AS TYPE O EXCEPT WITH 90-MIN. EMERGENCY WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. GRAY IB3-EM1400ST (T5)/1-UNV 4100' K BATTERY BACK-UP (1-LAMP W/1400 LUMENS). 5. ALL FLUORESCENT DIMMING ZONES/CHANNELS WHERE INDICATED, NEUTRAL ! -_— H.E. WILLIAMS LED EXIT SIGN WITH HOUSING GREEN LETTERS SHALL BE PROVIDED WITH 3 LINE VOLTAGE CONDUCTORS (NEUTRAL, TEST SWITCH #EXIT-R-EM-WHT-SDT-120/120V 3.2W LED WITH FIXT. 3.2 120/277 & EMERGENCY 90-MIN. BATTERY BACKUP. DIMMED HOT, SWITHCED HOT) OR 2 LINE VOLTAGE CONDUCTORS/2 � � ' BROWN CONTROL CONDUCTORS AS REQUIRED BY THE CONTROL/BALLAST TYPE. INDICATOR LAMP NOTE: 6. ALL NIGHT/EMERGENCY LIGHTS, BATTERY PACKS AND EXIT SIGNS WHITE _(N) i I 1. VERIFY ALL LIGHT FIXTURE FINISH COLORS WITH ARCHITECTS AND/OR OWNER'S REPRESENTATIVE. SHALL CONTAIN UNSWITCHED, NON-DIMMED, CONSTANT "HOT" 1 BATTERY PACK ( 2. ALL LIGHT FIXTURES SHALL HAVE HIGH-FREQUENCY ELECTRONIC BALLASTS. CONDUCTOR AND BE IN COMPLIANCE WITH NEC ARTICLE 700. BLACK (H) I SEE \ 7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN NOTE ORANGE (H) ARROWS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES i I i I I BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL ----- i \ PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT INTEGRAL BATTERY INVERTER AND AUTO TRANSFER �� ���\ PRIOR TO ORDERING EXIT SIGNS. FURNISH WITH FIXTURE. AUTO SWITCH TO BATTER UPON POWER FAILURE REGARDLESS OF CONTROL i g, LIGHTING FIXTURES IN CONTACT WITH INSULATION TO BE U.L. LISTED DEVICE POSITION. j FOR THERMAL BARRIER OR PROVIDE 3 MINIMUM CLEARANCE. j 9. PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING NOTES; 1 I FIXTURES LOCATED IN FIRE-RATED CEILINGS. 1 BATTERY BACK UP FIXTURE IS USED FOR 24 HOURS OPERATION AND USED TO SUPPLEMENT THE BUILDING SYSTEM EMERGENCY. 2. 120V OPERATION: JOIN BLACK AND ORANGE LEADS TOGETHER AND CONNECT ' TO UNE. PNL A" 2 (TYP) PLAN NOTES 3. 277V OPERATION: CONNECT ORANGE LEAD TO LINE. CAP OFF BLACK LEAD. I �LTG_CON-TROL'LCP" mmmm mm -__ 4. DIAGRAM IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FOLLOW THE i T ;: �� 6b _ - I M PROVIDE CONSTANT HOT WIRE TO EXIT SIGN OR EMERGENCY LGIHT INSTRUCTION MANUAL SUPPLIED BY THE MANUFACTURER. 6b M �-�ii I i o '! I ' O FIXTURE AS REQUIRED. ALL EXIT SIGNS OR EMERGENCY LIGHTS SHALL ! M '+ - HAVE TWO SOURCES OF POWER AS REQUIRED BY CBC 1006.3. - U f ' LL LIGHTING SWITCHES W / �� � !� I t � � - --I �"r-' 2 EXHAUST FAN TO BE CONNECTED TO LIGHTING CIRCUIT IN THIS ROOM. I11 I _,� ! O VERIFY WITH MECHANICAL ENGINEERING DRAWINGS FOR EXACT 9 'I , \ I� 6b I LOCATION AND REQUIREMENTS. I I' I( o � i o o�! ! I OCCUPANCY SENSOR 6a 1 g\� 16a 1 ► C� I- 6a �I \I psab psab I I ! I O - O LIGHT FIXTURE TO BE CABLE HUNG FROM THE CEILING STRUCTURE ab : , ; _ _ f I i i- APPROXIMATELY 10' A.F.F. FIELD VERIFY EXACT MOUNTING z OSQ�---~-- - ' "°b" j O m REQUIREMENTS. WALL MOUNTED I ; 13 OS �` j Z -p 4 X. uj OCCUPANCY SENSOR s �* „ I \I O PROVIDE LC&D CHELSEA SWITCH WITH 2-HOUR BYPASS/OVERRIDE M (� '6a/EM ' ( -- - SWITCH. FIELD VERIFY SWITCHES LOCATION WITH TENANT'S ` ' , N A-6 A (TYP) - I , i m REPRESENTATIVE PRIOR TO ROUGH-IN. M N 6a 6b 12d VOLT CIRCUIT �tir�---T---- _ --- -- - ---- -\--- --- � -\— -- - ►z; IT R "! �; ab 4 I I it U TO OTHER LIGHT FIXTURES 4 ! �� 1I' �, 6b W CEILING MOUNTED r II - - - -- � L_ - - - -- - - - - -� t- - -- - -- -- - - - - - 1- _ O OS COR pS J � - F��f I � D `— OCCUPANCY SENSOR J A-�4JJ J ! IIc)- ? ( � 2a 4b 2a 4b/EM j i i I( 0Q u B 3 (TYP) BE 1 3 {TYP) I j i li r b , I I I I ' 1I 0 - a C) � a i € ►. � I 1 I I ! ==2c 4b 2aZ WALL MTD. SWITCH � i I II I �I II iI l 6a � ! � � � ! I ! I� m , rn TO OTHER LIGHT FIXTURES - - -- J °-- --� -- J -- --- I "ab ' I ii C7 ! 2a ----- 4b 20 4b i I I m SYMBOLS LIST I 16 LIGHTING I I I 6b/E�I,I I r- I _m-- ISSUES AND REVISIONS ! ------- ---- i — — vi — ! I - ! r; �, I No i DESCRIPTION DATE ! J J J J ,� �i I ' ! ' Q RECESS MOUNTED LIGHTING FIXTURE. _ - - - -.� - -- -- - --- (TYP) 1 X 4 i 4b/EM 2a 4b/EM a i; i ® O O SURFACE MOUNTED LIGHTING FIXTURE. j e � i n I CEILING MOUNTED EXIT SIGN. SHADED SIDE INDICATES DIRECTION AND NUMBER OF ` I - � I i ® FACES. PROVIDE ARROWS AS REQUIRED. (�') 4 WALL MOUNTED EXIT SIGN. SHADED SIDE INDICATES DIRECTION AND NUMBER OF FACES. "L" LOW LEVEL MOUNTING. PROVIDE ARROWS AS REQUIRED. AE 1 (TYP) I j 2a 4b 2a 4b PROJECT: TENANT IMPROVEMENT FOR: s STANDARD 20A, 120/277V-10 SPST TOGGLE SWITCH MOUNTED AT ( I I ab " ! LUMBER LIQUIDATORS +48 A.F.F.-U.O.N. SLI - i- -- - I i i a,b - DENOTES TWO SWITCHES AND TRIER RESPECTIVE CONTROL IDENTIFICATION. `''` I i i est STORE 1331 3 - DENOTES 3-WAY SWITCH. _ ! + ! 7301 SW DARTMOUTH RD. - . - . - . - -.-. - TIGARD, OR 97223 I � P - DENOTES WITH PILOT LIGHT. J J J J ! ! D - DENOTES DIMMER SWITCH. 1: i J -- -- - ---- 2a -_.- __-. .._4b __-- ._ _ 2a - I DATE: 11/14/2013 K - DENOTES KEY SWITCH. - - - - - - - - - - - -- - -- - - -, - - - - - - - - -I I ; DS T - DENOTES TIMER SWITCH. y I Iff'� - - - - - - - - �Iir - - - ', ! i DRAWN: _ _- 'r 6a �I I REFERENCE ONLY SCALE: AS NOTED �; n� ._ Ili I.� �!' I: li I f� I — -•- — — -- � . — � RECESS MOUNTED EMERGENCY LIGHTING FIXTURE CONNECTED TO INTEGRAL 90-MIN + -- rd 1 a1s NOT APPROVED WITH THIS PERMIT BATTERY BACKUP OR EMERGENCY GENERATOR POWER SOURCE. INTEGRAL BATTERY JOB NUMBER: 31XX SHALL BE "BODINE" B30 SERIES OR EQUAL. - � CAD FILE: - r= I SURFACE MOUNTED EMERGENCY LIGHTING FIXTURE CONNECTED TO INTEGRAL 90-MIN r 0 BATTERY BACKUP OR EMERGENCY GENERATOR POWER SOURCE. INTEGRAL BATTERY SHEET TITLE: SHALL BE "BODINE" B30 SERIES OR EQUAL. 6b/EMS -- LIGHTING PLAN n n I !1!� O � �;i1 ♦A !l A � 0 B O A OS a CEILING MOUNTED OCCUPANCY SENSOR WITH OVERRIDE SWITCH. I - \_- _ ��REO PROFFss OEMPIRE O a INDICATES ZONE. WATT STOPPER W2000A OR EQUAL. ��S � GIHE9 % OS 3 °" MOUNTED OCCUPANCY SENSOR MOUNT +48" AFF-U.ON. 831PE �` CONSULTING ENGINEERS LIGHTING CONSULTANTS SHEET: Q WALL INDICATES ZONE. WATT STOPPER UW-200 OR EQUAL. LIGHTING PLAN 7010 ARLINGTON AVE., SUITE 205 RIVERSIDE, CA. 92503 1/4" = 1'-0" p�c0 E TEL (951) 509-1900 FAX: (951) 509-1911 300 J� T E3 PROJECT NO.: 13088-00-160 PLAN NORTH Iq V U T H tl G PROJECT MANAGER: TRAVUTH MOCK, P.E. LUSA D1 EXISTING MAIN SERVICE SWBD. "MS": O (N) PANEL "A" 120/208V-30-4W. BRACED ' CONSTRUCTION COMPANY - ---�� -J -- _ -— - - f-- - -- AND RATED FOR 65,000AIC RMS "s MOUNTING SURFACE DOUBLE LUG NO VOLTS 120/208 MAIN MLO NEMA 3R NO 200% NEUTRAL NO PHASE 3 BUS 125A FEED THRU NO I1G BUS NO WIRE 4 A.LCALIFORNIA CORPORATE OFFICEC- 10,000 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 SHEET NOTES PH (760)744-3133, FAX(760)744-9064 L C K 'M 8 Cmj-�-C t B SMT R K I C L i_. _ ��--�_-___ _ 0 _ ; T�01 i E ! ! ? K 1 1 I K I IE I IOfT � 0 (� �\ T LOCATION I G I N I T I C I S ; R I R R R ' S C T N t G 1 i LOCATION T 0,j,}� M ) THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS i ! I I �„/ E # I ? 1 E 1 EXISTING SERVICE/METER SWITCHBOARD TO REMAIN INTACT AND IN THE EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION ► V ; P C ± C C C i P V A B I C ! $ GOOD WORKING CONDITIONS. CONTRACTOR TO FIELD VERIFY (E) COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS C I _ S ? A g I ` 0 COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING _ _ _ ._ ,-.-_ _ ELECTRICAL CHARACTERISTIC AMPS, VOLT, PHASE, AIC, ETC. OF 200A CONV REC-OFFICE 540 3 , 3 2011 f 1 2x2011 r ;12; 708 LIGHTS-SALES ) FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR REC-SECURITY PNL. 500 I i i 1 ; ;20/1 1 3 4 120/1 - EXISTING SERVICE SWITCHBOARD PRIOR TO START OF 3P CONSENT FROM LUSARDI CONSTRUCTIdN COMPANY. -� - - - -� _- w ._ fi 12£ ?08LIGHTS-SALES _ CONSTRUCTION. REC-OFFICE PC � 600 i 1 I X20/1 I 5 6 2011 2 ±_ 3;, 1157 LTS/EF-OFF , RR, CORR REC-SALES AREA ! 540 _ - _}3 �' :20/1 7 8 2011 1 _ : t ' 1200 µ I!� STING PANEL WITH METER TO REMAIN INTACT AND IN GOOD - -- -- SIGN E - __ _ -� -- - - --- 30 REC-SALES AREA - 360 2 2011 9 10 2011 1 I ! TIMECLOCK I WORKING CONDITIONS. FIELD VERIFY EXACT LOCATION AND I ='. I ► REQUIREMENTS.120/1 iREC 600 '- 1 20/1 11 — T FLR QUAD-SALES 720 - =. 2 ': ! 1 ;2011 : 13 _14 50 1 , ' 4500 WH-2 @ MOP SINK -- -- _ .,.,., -r _ t` l` Y M - _ NEW PANEL SHALL BE SUB-FEED FROM EXISTING PANEL AS i REC-OISPLAYISHOW WIND - 3 360 ,i27T ': !2011 1 115 16 . 2° i 4500 ; REC-RESTROOM - 1 360 _; 2� f X20/1 17 s �18 /1,20 1 ' I I 3 1500 ° WH-1 @MEN RRINDICATED. PROVIDE AND INSTALL NEW SUB-PANEL ALONG WITHREC-WATER FOUNTAIN 600 j i 1 X20/1 120 ti1500D CIRCUIT BREAKERS AS INDICATED ON THE PANEL SCHEDULE. REC-WAREHOUSE 720 1 I 12011 r 21 £ 22 4 I _ !20 1 1 � 1500 WH-1 WOMEN RR LREC-CUT TABLEv_ - 800 _! 1 ' 20/1 23 - - 24 _# '- - -- `_ 1500 ,�-- _�_ --- PROVIDE AND INSTALL NEW CIRCUIT BREAKER AS INDICATED WITH SPARE =_ A 20/11 25 _ 26 2011 k �S_PARE VOLT AND AIC RATING TO BE COMPATIBLE WITH EXISTING PANEL. -- - SPARE v - ?— ;2011;_27 28 2011 —�; — !SPARE 14 SPARE -777` I I 120/1 , 29 30 2011 -- - 3 ! I SPARE i A= 10308 B= 8948 C= 6517 TOTAL VA= 25773 W/LCL= 26416 AMPS= 73 TOTAL LCL= 2573 X .25 = 643 HIGH PHASE VA= 10308 W/LCL= 10485 HIGH PHASE AMPS= 87 HIGH PHASE LCL= 708 X .25 = 177 --�-- (E) 2"C-4#1/0+1#6G. 2 PANEL !. _-- (N) I PANEL 3 SCOPE OF WORK 4O 125Af 3P CB "A" f GENERAL PANEL SCHEDULE NOTES: SPECIFIC PANEL SCHEDULE NOTES: L _ _ _ _ _ JU) 1. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, "1" PROVIDE LOCK-ON DEVICE. PROVIDE CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES RATED WITH THE UPSTREAM SYSTEM FOR THE AVAILABLE FAULT "2" PROVIDE LOCK-OFF DEVICE. CURRENT. THE PANELBOARD SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELL AS ALL MARKING AS REQUIRED BY "3" PROVIDE SHUNT TRIP DEVICE. THE NEC, 240-83(C). "4" PROVIDE GFCI TYPE DEVICE. 00 2, WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE "5" PROVIDE A RED CIRCUIT BREAKER. PARTIAL SINGLE LINE DIAGRAM CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT "6" PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. NTS SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. "7" PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER. z 3 COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED "8" PROVIDE ARC-FAULT CIRCUIT BREAKER. W MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. �•y� = M 4 ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND "9" PROVIDE HACR CIRCUIT BREAKER. N LABELED "SWD" FOR SWITCHING DUTY. 1 1 1 C� ALL CIRCUIT BREAKERS USED TO SERVE MECHANICAL OR HEATING `j,, �� 0 0) 5. EQUIPMENT SHALL BE UL LISTED AND LABELED "HACR" FOR USE WITH > 2 w THESE LOADS, WHERE REQUIRED. W Q 0 w 6. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE. 4 # 24 AWGp fl� �� L.1ir Q 7 PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION TO TELEPHONE BACK BOARD SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE CONTRACTOR TO MOUNT A DTC 1400 1/2"C- CAT 5 CABLE. 0 3: Q WITH THE ABOVE NOTES AND SCHEDULES. TELEPHONE RECPT. MODEM $ab w CH-2-WH (2) BUTTON r F"- CHELSEA SWITCH W/2-HOUR i C) BYPASS/OVERRIDE ON M 120V CAPABILITY PER TITLE 24 LIGHTING CONTROL PANEL "LCP" TO LIGHTS.REQUIREMENTS. BY LIGHTING CONTROL & DESIGN (LC&D) #GR 1404-DTC MODEM-HL-SM OR APPROVED NOTE: EQUAL. z 1• CONTRACTOR TO PROVIDE ADDITIONAL RELAY/CONTACTOR AS REQUIRED FOR COMPLETE LIGHTING SYSTEM. 2. DIAGRAM IS SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL FOLLOW THE INSTRUCTION MANUAL SUPPLIED BY THE MANUFACTURER. CONSULT WITH LIGHTING CONTROL VENDOR AS REQUIRED. 3. LIGHTING CONTROL SHALL BE 365-DAY ASTRONOMICAL PROGRAMMABLE, 10-HOURS BATTERY BACKUP. 4. LIGHTING CONTROL PANEL SHALL BE MANUFACTURED BY LIGHTING CONTROL & DESIGN (LC&D), GR 1400 SERIES OR APPROVED EQUAL. ISSUES AND REVISIONS PANEL SCHEDULE "LCP" No DESCRIPTION DATE Location: Office Supply Circuit: A-10 Voltage: 120/208V Normal Relay Line Feed Zone Type Voltage Source Description ZONE: 1 A-2a 1 NC 120v NORMAL SALES LIGHTS 1 - INTERIOR LTG. 2 A-4b 1 NC 120V NORMAL SALES LIGHTS 2 - EXTERIOR LTG. 3 A-8 3 NC 120V NORMAL SIGN 4 SPARE - NC 120V NORMAL SPARE 3 - SIGN j 4 - PHOTOCELL Enclosure Dimensions: 17.1"H X 10.6"W x 2.9"D 1 NEMA Rating: 1 PROJECT: TENANT IMPROVEMENT FOR: LUMBER LIQUIDATORS STORE 1331 2 LIGHTING CONTROL WIRING DIAGRAM •LCP* 7301 SW DARTMOUTH RD. TIGARD, OR 97223 NTS DATE: 11/14/2013 DRAWN: DS REFERENCE ONLY SCALE: AS NOTED NOT APPROVED WITH THIS PERMIT JOB NUMBER: 31XX CAD FILE: - SHEET TITLE: SINGLE LINE & PANEL PRO SO MPIRE 3 SCHEDULE t Nee 831PE ! CONSULTING ENGINEERS - LIGHTING CONSULTANTS SHEET: 7010 ARLINGTON AVE., SUITE 205 RIVERSIDE, CA. 92503 0 0 E TEL (951) 509-1900 FAX: (951) 509-1911 400 E3 PROJECT NO.: 13088-00-160 r�AV T H1 M�G� PROJECT MANAGER: TRAVUTH MOCK, P.E. LUSARDI CONSTRUCTION COMPANY Areas designated as security or emergency areas that must be continuously illuminated. s Lighting in stairways or oorrldors that are elements of the means of egress. CONIchock Software Version 3.9.2 CALIFORNIA CORPORATE OFFICE S. blaster switch at entry to hotetrmot6l guest room. Interior Lighting Compliance 1574 LINDAHIS764)TA 744-3133, AX(7 0)744-9064 IVE,SAN MARCOS, RNIA 92478 8. individual dwelling units separately metered, `3 7. Medical task lighting or artthistory display lighting claimed to be exempt from compliance has a control device independent of the control ��a�e���� of the nonexempt lighting. $. Foch space required to have a manual Carmol also silo"for reducing the connected lighting toad by at least 50 percent by either THIS DRAWING IS A TOOL OF SERVICE AND AS SUCH REMAINS controlling ail iumineirss,duet switching of alternate rows of luminaires,alternate EXCLUSIVE PROPERTY OF LUSARDI CONSTRUCTION ate luminaires,or slteate tamps,switching the middle ���� t E� lamp luminaires Independently of other tamps,or switching each luminaire or each lamp. COMPANY,WHETHER WORK FOR WHICH IT WAS RENDERED IS COMPLETED OR NOT. UNAUTHORIZED USE OF THIS DRAWING FOR ANY PURPOSE IS STRICTLY PROHIBITED WITHOUT PRIOR Excepttans: Section 1: Project Information CONSENT FROM LUSARDI CONSTRUCTION COMPANY. Only one turninaire in space. '] An occupant-sensing device controls the area. Project Type:Altoration :3 The area is a corridor,storeroom,restroom,public lobby or sleeping unit Project T10a:LUMBER LIQUIDATORS Areas that use less then CA wattslsq.ft. Construction Site: Owner/Agent: DesignerlContractor: S. Automatic lighttnrg shutoff control In buildings larger than 5,000 sq.fL 7301 SW DARTHMOUTH FAD. Boyd Suemnlck Travuth Mack TIGARD.OR 97223 Lusardi Construction Company Empire 3 Consulting Engineers,Inc. Excapdorrs. 1370 Linda Vista Dr. 7010,»a°lington Ave.,suite 205 Sleeping units,patient care areas:and spaces where automatic shutoff would endanger safety or security. San Marcos,3 82478 Riverside,CA 82503 (764)74.5-3139 (Ni)(�51)5091944 10.Pho#acelilastranomlcai time switch an exterior lights. l;rauemnickalusardl.c m bnockCarnpire3.nat Exceptions: Section 2: interior Lighting and Power Calculation Lighting Intended for 24 hour use. 71 11.Tandem wired one-lamp and threa•lamp ballasted luminaires(No single-lamp ballasts). A a C 0 Area Category floor Area Allowed Altowsd Watts Exceptions: (ft2) Watts I ft2 (B x C) gj Electronic high-fraquenoy Balla€ts;Luminaires on emergency circuits or with no available pair. Merchandise Sales(Retail) 2387 1.8 3581 Total Allowed Watts m 3581 Section 5: Compliance Statement Section 3: Interior Lightfng Fixture Scheduie Corr,ollence Statement° The proposed lighting alteration project represented In this document is consistent with the building plans, specMcatlans and other calculations submitted with this permit application.The proposed lighting alteration project has been designed to meet A 8 C D E the 2009 IF-CC,Chapter 8,requirements in COMaheck Version 3,8.2 and to comply with the mandatory requirements In the requirements Fixture 113: Gescxlpa4on/Lamp f Wattage Per Lamp!Ballast.2Fixtures Watt es (C X D) Checklist. Merchandise Sales(Retail 2387 sq.fL) Linear Ruoresoent i:A'AE:2`x4'Fluor.:48'T8 32W:Electronic: 3 13 89 1157 TRAWTH MOCK — ELECTRICAL ENGINEER _ Nov. 15, 2013 Linear Fluoreecent 2:&SE:i'x4'Pendant Fluor.:+48"T6 28W:Electronic: 3 24 84 2018 Mame-This Srgneturs Date Total Proposed Watts= 3173 co Section 4: requirements Checklistry . Lighting Wattag®: M 1. Total proposed watts must be less than or equal to total allowed watts. 0 0 Allowed Waft Proposed Watts Complies LL �MM 3681 3173 Passes Controls,Switching,and Wiring: 2. Daylight zones under skylights more then 15 feet from ttre perimeter have lighting controls separate from daylight zones adjacent to vertical fsneslxabon. Z 0 3. Daylight zones have individual lighting controls independent from that of the general area lighting. C. Exc,sptlorra: �- :I Contiguous daylight zonae spanning no more than two orientations are allowed to be controlled by a single controlling device. N = Daylight spaces enclosed by wails or Olsiling height partitions and containing two or fewer light fixtures are not required its have a N separate switch for general area lighting. W 00)4. independent controls for each apace(switchioccupancy sensor). eOc G tL UJ 0 Project Title:LLMSER LIQUIDATORS Report data: 11115113 Project Title LLM13ER L OUIDATOR3 Report date: 1111&13 Data flknarns:F:113068E CalcetCOMCHECK.cck Page 2 of 2 Data Aiename:F;11348i91Cslcs',COMCHECK.cck Page 1 of 2 0 �C) fy ._.I 0 Q .._ U) a M Z Z W F_ ISSUES AND REVISIONS No DESCRIPTION DATE PROJECT: TENANT IMPROVEMENT FOR: LUMBER LIQUIDATORS STORE 1331 7301 SW DARTMOUTH RD. TIGARD, OR 97223 DATE: 11/14/2013 DRAWN: DS REFERENCE ONLY SCALE: AS NOTED NOT APPROVED WITH THIS PERMIT JOB NUMBER: 31XX CAD FILE: SHEET TiTLE: -- COMCheck FORMS PROfFSs/ EMPIRE 3. 831 PE ! CONSULTING ENGINEERS • LIGHTING CONSULTANTS SHEET: 7010 ARLINGTON AVE., SUITE 205 RIVERSIDE, CA. 92503 TEL (951) 509-1900 FAX: (951) 509-1911 l cER 31,ti4 E3 PROJECT NO.: 13088-00-160 500 �'q y U T H pG PROJECT MANAGER: TRAVUTii MOCK, P.E. ABBREVIATIONS STRUCTURAL STEEL REINFORCED CONCRETE GENERAL NOTES A.B. ANCHOR BOLT FLG. FLANGE PERP. PERPENDICULAR RECEIVED LUSA I ABV. ABOVE FLR. FLOOR PL, PLATE 1. ALL WORKMANSHIP AND MATERIALS FOR THE DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL 1. CEMENT SHALL CONFORM TO ASTM C150,TYPE 11. 1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARVEC 3 0 2013 CONSTRUCTION COMPANY ADDt ADDITIONAL F.N. FIELD(FACE)NAIL PLAM PARALAM BEAM STEEL FOR BUILDINGS SHALL CONFORM TO THE 13th EDITION OF THE AISC MANUAL OF STEEL 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. STRUCTURAL NOTES.TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE.REFER TO ADJ. ADJACENT F.O.C. FACE OF CONCRETE PLY, PLYWOOD ALT. ALTERNATE F.O.W FACE OF MASONRY P.S.F. POUNDS PER SQUARE FOOT CONSTRUCTION. 3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS. THESE Ng2�II�� FTIGARD ARCH. ARCHITECT F.O.S. FACE OF STUD P.S.I. POUNDS PER SQUARE INCH _,1 1._. I.,-�-I -KL. ARCHITECTURAL F.O.W. FACEF WALL P.T. PEEATED 2. MATERIALS: 4. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301,"SPECIFICATIONS FOR STRUCTURAL TAKE PRECEDENCE OVER ANY OTHER BOOK SPECIFICATIONS. IVISION BLW. BELOW FIRM. FRAME PIT POSTTENSIONED CHANNELS...................................... ASTM A-36 ............ GRADE 36 CONCRETE FOR BUILDINGS',EXCEPT AS MODIFIED BY THESE NOTES. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS,AND SITE CONDITIONS BEFORE CALIFORNIA CORPORATE OFFICE B.F. BRACED FRAME FRMG. FRAMING P/S PRE-STRESSED ANGLES, PLATES&RODS.................ASTM A-36............ GRADE 36 5. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE(145 PCF)AND HAVE A MINIMUM COMPRESSIVE STARTING WORK,AND THE ENGINEER/ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 BLDG. BUILDING F.S. FAR SIDE QTY. QUANTITY PH.(760)744-3133,FAX(760)744-9064 BILK. BLOCK FT.(') FOOT(FEET) RAD.(R) RADIUS HSS(TUBES)....................................ASTM A-500.......... GRADE B(FY=46 KSI) STRENGTH AT 28 DAYS AS FOLLOWS: ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS,SECTIONS,OR BLKG. BLOCKING FTG. FOOTING REF. REFERENCE HSS(ROUND)......................................... ASTM A-500.......... GRADE B(FY=42 KSI) ELEMENT STRENGTH AGG W/C RATIO(MAX) ON THE STRUCTURAL DRAWINGS. BM. BEAM GA. GAUGE REINF. REIN FORCEMENT(ING) MACHINE AND ANCHOR BOLTS......... ASTM A-307...........GRADE A FOOTINGS................................................. 2500 PSI T .57 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR B.N. BOUNDARY NAILING GALV. GALVANIZED REQ`D. REQUIRED NUTS......................................... ASTM A-563..........HEX,GRADE A SLAB ON GRADE..................................., 2500 PSI In .57 SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF,AND RESOLVED WITH,THE ENGINEER B.O.F. BOTTOM OF FOOTING GB. GRADE BEAM M.F. MOMENT FRAME BR. BRACE GLB. GLUED LAMINATED BEAM R.O. ROUGH OPENING 3. ROLLED STRUCTURAL SHAPES SHALL BEAR MILL IDENTIFICATION MARKS IN CONFORMANCE WITH ASTM 6. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR CONCRETE DESIGN STRENGTHS EXCEEDING 2500 PSI. BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. BROG. BRIDGE(ING) GRD. GRADE RO.S. ROUGH SAWN A6-96. HSS(TUBES AND ROUNDS)SHALL BEAR MILL IDENTIFICATION IN ACCORDANCE WITH ASTM A-500 7. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 7 DAY STRENGTHS ARE A MINIMUM OF SEVENTY 4. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTEDTHE DETAIL SHALL BE THE SAME AS FOR WISEMAN + ROHY BRC. BEARING GYPBD. GYPSUM WALLBOARD R.S. RE-SAWN STRUCTURAL ENGINIEERS (B) BOTTOM HD HOLD DOWN BCH. SCHEDULE AND HSS(PIPES)IN ACCORDANCE WITH ASTM A-53. PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING SHORING, OTHER SIMILAR WORK. , 8TWN. BETWEEN HDR. HEADER SHR SHEAR 4. BOLT HOLES: BRACING OR TO RECEIVE CONSTRUCTION LOADS. ALSO,SLABS ON GRADE SHALL HAVE A COMPRESSION 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE C CAMBER(ED) HCR. HANGER SHT. SHEET A. TYPICAL STEEL TO STEEL CONNECTIONS........... BOLT DIAMETER+ 1/16 INCH STRENGTH OF 1800 PSI MINIMUM AT 3 DAYS IF SUBJECT TO CONSTRUCTION TRAFFIC. EXCAVATED, BEFORE BEGINNING EXCAVATION. All design concepts,ideas and 9915 AMM MESA BLVD. CANT. CANTILEVERED HORIZ.(H) HORIZONTAL Sim. SIMILAR arrangements depicted on these sheets are SUITE 200 C.F. CUBIC FEET(FOOT) HSB HIGH STRENGTH BOLT SKW. SKEW(ED) B. ANCHOR BOLTS(RODS)..................................... BOLT DIAMETER+3/16 INCH 8. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER.ADMIXTURES SHALL COMPLY WITH 6. NO PIPES, DUCTS,SLEEVES,CHASES, ETC.SHALL BE PLACED IN SLABS, BEAMS, OR WALLS, NOR SHALL the property of Wiseman+Rohy and are CA C.G. CENTER OF GRAVITY HSS HOLLOW STRUCTURAL SECTION SPEC. SPECIFICATION(S) 7. ALL WELDING SHALL BE DONE BY THE FLUX-CORE PROCESS USING APPROVED ELECTRODES PER AWS ASTM C494&C1017 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE,BUT SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES,DUCTS,ETC.THE CONTRACTOR SHALL OBTAIN PRIOR intended to specific projbe used in connection with this SAN DIEGO,ect only and shall not be used TEL 858 536 5192131 66 C.I.P. CAST IN PLACE HT. HEIGHT so. SQUARE or changed in whole or in part for any SPECIFICATION E70XX(LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT(CALCIUM CHLORIDE SHALL APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES,DUCTS,ETC. other purpose without the written consent of FAX 858 536 5163 C.J. CONSTRUCTION JOINT I.D. INSIDE DIAMETER Ss SELECT STRUCTURAL Wiseman+Rohy VAVW.WRENGINEERS.COM CL. CENTERLINE I.E. INVERT ELEVATION STD. STANDARD EDITION OF AWS D1.1 AND AWS D1.4 AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED NOT BE USED). 7. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2009 IBC. CLG, CEILING I.F. INSIDE FACE STG. STRONG UNDER THE PROCEDURES CONTAINED THEREIN. 9. ALL REINFORCING STEEL,ANCHOR BOLTS, DOWELS,HOLD-DOWN ANCHORS AND INSERTS SHALL BE WELL 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS t I CLR. CLEAR IN.(') INCH(S) STGR. STAGGER(ED) 8. WHERE WELD LENGTH IS NOT SHOWN, IT SHALL BE THE FULL LENGTH OF THE JOINT. SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND CMU. CONC.MASONRY UNIT INT. INTERIOR STIFF. STIFFENER(S) PR COL. COLUMN JST. JOIST STIR. STIRRUP(S) 9. WHERE MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, CONCRETE. PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL S CONIC. CONCRETE JT. JOINT STL. STEEL PROVIDE MINIMUM AISC WELD. 10. PROJECTING CORNERS OF SLABS, BEAMS,WALLS,COLUMNS, ETC.,SHALL BE FORMED WITH A 3/4'CHAMFER. WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY,AND HOLD THE ENGINEER FREE AND IN CONN. CONNECTION K KIPS(1000) STRUC. STRUCTURAL CONTSTIR. CONSTRUCTION LAT. LATERAL SUSP. SUSPENDED 10. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE 11. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR MOLDS,GROOVES, CLIPS, ORNAMENTS,OR GROUNDS HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 75625 CONT. CONTINUOUS LB(#) POUNDS SYMM. SYMMETRICAL SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, REQUIRED TO BE CAST INTO CONCRETE. THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPT FOR LIABILITY ARISING FROM THE SOLE CTSK. COUNTERSINK LDGR. LEDGER (A) TOP THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH IBC 12. ALL CONSTRUCTION JOINTS IN WALLS OR OTHER ELEMENTS NOT HAVING PREFORMED KEYS,SHALL BE WIRE NEGLIGENCE OF THE ENGINEER. CTR. CENTER(ED) L.F. LINEAL FEET(FOOT) T&B TOP AND BOTTOM C.Y. CUBIC YARD LONG. LONGITUDINAL TEMP. TEMPERATURE SECTION 1704.2.2. BRUSHED,AND ROUGHENED TO A MINIMUM AMPLITUDE OF 1/4 INCH,CLEANED AND MOISTENED IMMEDIATELY 9. SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTIONS OF MEANS AND ORE ON d PENNY(NAILS) LGTH. LENGTH T&G TONGUE AND GROOVE 11. STRESSES OCCURRING DURING FABRICATION,SHIPMENT,AND ERECTION SHALL BE TEMPORARY AND PRIOR TO PLACEMENT OF NEW CONCRETE. METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR. ALSO,SITE VISITS DO NOT DBL. DOUBLE LLH LONG LEG HORIZ. THK. THICK(NESS) .0, - 11. A D.F. DOUGLAS FIR LLV LONG LEG VERT. THIRD. THREADED NOT EXCESSIVE. STRESSES AT ALL TIMES SHALL BE LESS THAN DESIGN AND ALLOWABLE STRESSES. 13. FOUNDATIONS TO RECEIVE CONCRETE OR MASONRY WALLS: ROUGHEN TOPS OF FOOTINGS TO A MINIMUM GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF DIA.(0) DIAMETER LT.WT. LIGHT WEIGHT TEMP. TEMPORARY THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEEL WORK SHALL NOT BE IMPAIRED DUE AMPLITUDE OF 1/4 INCH AND ABRASIVELY CLEAN. CONSTRUCTION. EVEN D . DIAL. DIAGONAL L.S. LAG SCREW T.N. TOENAIL TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURES. THROUGHOUT THE COMPLETE PROCESS, 14. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 10. RETAIN AN OREGON REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY BRACING, SHORING, DIAPH. DIAPHRAGM MAS. MASONRY T.O.C. TOP OF CONCRETE THE STABILITY OF INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED. AND SUPPORT REQUIRED DURING CONSTRUCTION. R7WES: 12-31-20= DIM. DIMENSION MATIL. MATERIAL T.O.F. TOP OF FOOTING 14 ON. DOWN MAX. MAXIMUM T.O.P. TOP OF PARAPET 12. ALL ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES SHALL BE PROVIDED AT NO ADDITIONAL 11. INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME AND BUILDING DEPARTMENT APPROVAL TIME DP(D) DEEP(DEPTH) M.B. MACHINE BOLT T.O.S. TOP OF SHEATHING COST AND SHALL BE REMOVED UNLESS APPROVED BY THE OWNER IN WRITING. REINFORCING STEEL IN THE COST OF PROPOSED MATERIAL ALTERNATES.CONTACT ENGINEER FOR FEE AMOUNT.SUBMIT DWG. DRAWING(S) MECH. MECHANICAL T.S. TOP OF STEEL OWL. DOWEL(S) MEZZ. MEZZANINE T.O.W. TOP OF WALL 13. CERTIFICATIONS FROM THE STEEL FABRICATOR SHALL BE PROVIDED TO THE CITY BUILDING DIVISION 1. BAR REINFORCEMENT SHALL BE ASTM A615,GRADE 60 DEFORMED BARS. MATERIAL ALTERNATE FOR REVIEW BEFORE CONSTRUCTION. E.F. EACH FACE MFR. MANUFACTURER TRANS. TRANSVERSE FOR ALL STEEL DELIVERED TO THE JOB SITE PRIOR TO REQUESTING INSPECTIONS FOR STEEL FRAME, 2. BAR REINFORCEMENT THAT IS TO BE WELDED SHALL BE ASTM A706,GRADE 60. 12. STRUCTURAL CAD DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS UNLESS AN AGREEMENT E.J. EXPANSION JOINT misc. MISCELLANEOUS TYP. TYPICAL FLOOR SHEATHING,OR ROOF SHEATHING INSPECTION,WHICHEVER OCCURS FIRST. BETWEEN THE STRUCTURAL ENGINEER AND CONTRACTOR HAS BEEN ESTABLISHED ACCORDING TO EL. ELEVATION MTL. METAL U.O.N. UNLESS OTHERWISE NOTED 14. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED 12 INCHES MINIMUM. CASE DOCUMENT 11-1996. CONTACT ENGINEER FOR FEE AMOUNT. ELEC. ELECTRICAL (N) NEW VERT�M VERTICAL 4. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS SPECIFIED IN THE DRAWINGS. ELEV. ELEVATOR NO.(#) NUMBER VIF VERIFY IN FIELD BEFORE FABRICATION. 13. SHOP DRAWINGS:THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND EMBED. EMBEDMENT N.S. NEARSIDE (W) WIDE(WIDTH) 5. VERTICAL BARS IN CONCRETE WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE COMPLIANCE WITH CONTRACT DOCUMENTS. CONTRACTOR SHALL STAMP SHOP DRAWINGS PRIOR TO E.N. EDGE NAIL N,T.S. NOT TO SCALE W1 WITH WALL UNLESS OTHERWISE NOTED ON PLANS. ENG. ENGINEER N.WT. NORMAL WEIGHT WD. WOOD 6VERTICAL BARS IN MASONRY WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE SUBMISSION TO ARCHITECT/ENGINEER. THE ARCH ITECTS/ENGINEERS REVIEW OF THE SHOP DRAWINGS . E.O.D. EDGE OF DECK O.C. ON CENTER W.F. WIDE FLANGE SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM THE CONTRACT DOCUMENTS. EQ. EQUAL O.D. OUTSIDE DIAMETER W.P. WOW POINT CONCRETE-EXPANSION ANCHORS WALLS UNLESS OTHERWISE NOTED ON PLANS AND SHALL BE TIED IN POSITION TOP AND BOTTOM AND EQPT. EQUIPMENT O.F. OUTSIDE FACE WPJ WEAKENED PLANE JOINT AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. ALSO,SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS,LACK OF COORDINATION 0 EXP. EXPANSION O.H. OPPOSITE HAND W.S. WELDED STUD(S) WITH RELEVANT PORTIONS OF CONTRACT DOCUMENTS,LACK OF CALCULATIONS WHEN REQUIRED,OR EXIST.(E) EXISTING OPNG. OPENING WT. WEIGHT 1. SPECIAL INSPECTION IS REQUIRED. 7. REINFORCING DETAILING, BENDING,AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE WHERE DEVIATIONS, MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR WRITTEN EXT. EXTERIOR ORNT. ORIENTATE(ION) WWF WELDED WIRE FABRIC 2. MATERIALS: ([CC ESR 1917) REINFORCING STEEL INSTITUTE"MANUAL OF STANDARD PRACTICE-, LATEST EDITION. FAB. FABRICATION O.W.J. OPEN WEB JOISTS X-STG EXTRA STRONG EXPANSION ANCHORS................HILTI...................KWIK-BOLT TZ 8. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM CONCRETE COVER FOR APPROVAL FROM THE ARCH ITECT/ENGINEER. FND. FOUNDATION O,WA. OPEN WEB STEEL JOISTS XX-STG DOUBLE EXTRA STRONG FIN. FINISH(ED) PAR. PARALLEL YD, YARD 3. INSTALLATION: CAST IN PLACE CONCRETE: F.F. FINISH FLOOR P/C PRECAST CONCRETE ANCHOR DIA. ANCHOR TORQUE(FT LB) MIN EMBED A. CONCRETE DEPOSITED AGAINST EARTH:....................................... 3" 318" 25 2" B. CONCRETE SURFACE(FORMED)EXPOSED TO EARTH OR WEATHER: DESIGN CRITERIA z 1/2" 40 31/4" #6 THROUGH#18 BARS:...................................................................2' W r. 5/86 60 4" #5 BAR AND SMALLER:..................................................................... 1-1/2" 1. LATERAL LOADS: Cn -r CO 3/4" 110 4 3/4" C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: A. WIND: PER ACSE 7-05(IBC 2006) IN A. SHALL BE IN ACCORDANCE WITH ICC ESR 1917. SLABS,WALLS AND JOISTS 04 ... B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI 8212.15-1994. DRILL BIT SIZE IS EQUAL TO #14 AND#18 BARS: ...... 1-1/2" BASIC WIND SPEED-3 SECOND GUST(V3s) 85MPH M 0 111-- ANCHOR DIAMETER. #11 BAR AND SMALLER:................................................................... 3/4" TOPOGRAPHIC FACTOR(Kzt)........................1.0 C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH. HOLE BEAMS,COLUMNS: WIND IMPORTANCE FACTOR(1w)..................1.0 DEPTH TO EXCEED EMBEDMENT DEPTH BY TWO ANCHOR DIAMETERS. PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS:.............1-112" EXPOSURE CATEGORY...............................i C > 0 4. DO NOT INSTALL ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD. 9. ALL REINFORCING STEEL,ANCHOR BOLTS,DOWELS, HOLDOWN ANCHORS AND INSERTS SHALL BE WELL ENCLOSURE CLASSIFICATION.. . .. . . ENCLOSED 0 W W 5. PROVIDE STAINLESS STEEL ANCHORS OR MECHANICALLY GALVANIZED ANCHORS(PER ASTM B-695) SECURED IN POSITION WITH WIRE POSITIONERS;PRIOR TO FOUNDATION INSPECTION AND BEFORE B. SEISMIC: PER ASCE 7-05(IBC 2006) < WHERE ANCHORS ARE USED IN EXTERIOR CONDITIONS. PLACING CONCRETE OR GROUT. OCCUPANCY CATEGORY.(IBC 11 fly fy 0 10. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE,SIZE,AND SPACING AS SEISMIC IMPORTANCE FACTOR(IE)...............1.0 VERTICAL WALL REINFORCING UNLESS OTHERWISE NOTED ON PLANS, RHO (N-S).............1.0 n 0 RHO(E-W).............1.0 U) CONCRETE-EPDXY ANCHORED REINFORCEMENT & MAPPED SPECTRAL RESPONSE ACCELERATIONS: 1r_ THREADED RODS CONCRETE MASONRY Ss=0.981 G 0 S1=0.4246 ry (y) SITE CLASS:............................................... D 1. SPECIAL INSPECTION IS REQUIRED. 1. MATERIALS:................................................................................................ E14-:[15001 PSI SPECTRAL RESPONSE COEFFICIENTS: 2. MATERIALS: (ICC ESR 2322) COMPRESSIVE STRENGTH OF MASONRY MUST BE VERIFIED BY THE UNIT STRENGTH METHOD AS EPDXY ADHESIVE..................HILTI..............HIT-RE 500-SD SPECIFIED IN IBC SECTION 2105.2. Sas-0.724GSd1=0.445G z 3. INSTALLATION OF REINFORCEMENT AND THREADED RODS: A. CONCRETE BLOCK:............................................................................. [1900]PSI SEISMIC DESIGN CATEGORY:...................... D A. SHALL BE IN ACCORDANCE WITH ICC ESR 2322. GRADE N, MEDIUM WEIGHT OPEN END UNITS CONFORMING TO ASTMC 90 WITH MAX LINEAR RESPONSE MODIFICATION FACTOR:............R=5 B. USE CARBIDE-TIPPED DRILL BITS CONFORMING TO ANSI 8212.15-1994. SHRINKAGE OF 0.06% SEISMIC FORCE RESISTING SYSTEM: z C. CLEAN HOLES OF DUST AND DEBRIS USING OIL-FREE COMPRESSED AIR AND A NYLON BRUSH. B. GROUT(F'g AT 28 DAYS):.................................................................... [20001 PSI SPECIAL MASONRY SHEAR WALLS 4. DO NOT INSTALL REINFORCEMENT OR ANCHORS IN CONCRETE THAT IS LESS THAN 7 DAYS OLD. COURSE GROUT AS DEFINED IN 2103.12 SHALL BE USED WITH 3/8"MAXIMUM AGGREGATE. ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE Uj C. MORTAR(AT 28 DAYS):........................................................................[1800]PSI SEISMIC RESPONSE COEFFICIENT(Cs)........0.020 MORTAR SHALL BE TYPE"S,w CONFORMING TO CBC SECTION 2103.8. 2. BLOCK LAYUP:RUNNING BOND,CONCAVE COMPRESSED JOINTS AND INVERTED BOND BEAM UNITS FOR V= Cs*W/1.4= 0.145 W(ASD) STARTING COURSES. 3. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. ALL BOND BEAM BLOCK SHALL BE"DEEP CUT"UNITS. 4. GROUTING: FOUNDATION A. ALL CELLS SHALL BE SOLID GROUTED. B. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR AT THE TIME OF PLACEMENT ISSUES AND REVISIONS AND THEN RECONSOLIDATED BEFORE PLASTICITY IS LOST. 1. THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED WITH BY THE CONTRACTOR. C. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZ.CONSTRUCTION JOINTS SHALL BE 2. SOILS INFORMATION: No DESCRIPTION DATE FORMED BY STOPPING THE GROUT POUR 1-1/2"BELOW TOP OF THE UPPERMOST UNIT. SEE SOILS REPORT BY:N/A D. POURS OVER 5 FEET: PROVIDE CLEANOUTS IN BOTTOM COURSE AT VERTICAL REINFORCEMENT(32 DATED:N/A/ INCHES MAX). SPECIAL INSPECTION IS REQUIRED. FOUNDATION MATERIAL: E. GROUT SHALL BE PLACED IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 6 FEET. SOIL DESIGN PARAMETERS: 5. FOUNDATIONS TO RECEIVE MASONRY WALLS: THE MASONRY CONTRACTOR SHALL FIELD VERIFY THE ALLOWABLE BEARING PRESSURE.....................1000 PSF LOCATION OF ALL DOWELS PRIOR TO CONCRETE PLACEMENT. CANTILEVER ACTIVE(LEVEL)............................35 PCF 6. SPLICES(LAPS): AS SPECIFIED IN DRAWINGS. LATERAL BEARING(PASSIVE)PRESSURE......... 200 PCF COEFFICIENT OF FRICTION.............................. 0.35 MINIMUM CONTINUOUS FOOTING WIDTH...........12 INCHES MINIMUM SPREAD FOOTING WIDTH.................. 24 INCHES PROJECT: BOTTOM OF FOOTINGS SHALL BE AT LEAST 12 INCHES BELOW LOWEST ADJACENT PAD GRADE. TENANT IMPROVEMENT FOR', 3. ALL FOUNDATION WORK SHALL BE FOUNDED ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED LUMBER LIQUIDATORS COMPACTED SOILS. STORE 1331 4. ALL SITE SOIL WORK SHALL BE DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER. 7301 SW DARTMOUTH RD. 5. SOILS ENGINEER SHALL VERIFY IN WRITING TO THE ENGINEER THAT SITE SOIL WORK COMPLIES WITH TIGARD, OR 97223 ALL OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE SOILS REPORT. DATE: 11/7/2013 6. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT&TRUE TO LINE. 7. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND DRAWN: TEAM SHALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE. SCALE: AS NOTED 8. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER BEFORE REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT,INCLUDING BACKFILL BEHIND JOB NUMBER: 13101.000 RETAINING WALLS,SHALL BE COMPACTED TO AT LEAST 90%OF MAXIMUM DENSITY,OR GREATER AS CAD FILE: - REQUIRED BY THE SOILS REPORT. 9. BACKFILL FOR ALL RETAINING WALLS SHALL BE NON-EXPANSIVE PERVIOUS MATERIAL APPROVED BY SHEET TITLE: THE SOILS ENGINEER AND SHALL NOT BE PLACED UNTIL MASONRY OR CONCRETE RETAINING MEMBERS STRUCTURAL NOTES HAVE BEEN IN PLACE A MINIMUM OF 14 DAYS AND HAVE OBTAINED 75%OF THE DESIGN STRENGTH. SHEET: siso TABLE 1704.4 (2010 CBC/2009 IBC) REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION SPECIAL INSPECTIONS & TESTING LUSA D1 VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE CONSTRUCTION COMPANY 1. SPECIAL INSPECTIONS AND TESTING SHALL MEET THE REQUIREMENTS OF IBC SECTION 1704, 1707 AND 1. INSPECTION OF REINFORCING STEEL,INCLUDING _ X ACI 318:35 717.7 1913.4 1708• . , . PRESTRESSING TENDONS,AND PLACEMENT 2. SPECIAL INSPECTORS SHALL: 2. NOT USED A. BE EMPLOYED BY THE OWNER AND ACT AS THE OWNER'S AGENT PER IBC SECTION 1704.1. CALIFORNIA CORPORATE OFFICE - 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 B. BE CERTIFIED BY THE BUILDING DEPARTMENT TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. PH.(760)744-3133,FAX(760)744-9064 3. NOT USED C. PREPARE REPORTS THAT SHALL BE SIGNED BY AN OREGON REGISTERED CIVIL ENGINEER. D. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS. E. FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT.DISCREPANCIES 5. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318:CH,4,52-5.4 1904.2.2,1913.2,1913.3 SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION;THEN, WI SEMAN -4- ROHY 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE ASTM C 172 IF NOT CORRECTED,TO THE ENGINEER AND BUILDING DEPARTMENT PER CBC SECTION 1704.1.2. STRUCTURAL E N G I N,E E R S SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP ANDX _ ASTM C 31 1913.10 F. SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT(FIELD INSPECTION DIVISION)A CERTIFICATE AIR CONTENT TESTS,AND DETERMINE THE TEMPERATURE ACI318:5.6,5.8 OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION, SIGNED BY AN OREGON OF THE CONCRETE. REGISTERED CIVIL ENGINEER,STATING THAT THE WORK WAS IN CONFORMANCE WITH THE All design concepti,these and 9415 MIRA MESA BLVD. arrangements depicted on these sheets are SUITE 200 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT X _ APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF the Property a used i c n Rahyand are FOR PROPER APPLICATION TECHNIQUES. ACI 318:5.9,5.10 1913.6,1913.7,1913.8 intended to i e used in connection with this SAN DIEGO,CA 92131 THE IBC. specific prated only and shell not be used TEL 85$536 516b or changed i whole or in part for any FAX 858 536 5163 3. SUMMARY OF CONTINUOUS AND PERIODIC INSPECTIONS: otherpurpose sema tFheRohy en consent of WWW WRENG)NEERS.COM A. CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CBC SECTION 110. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A BUILDING OFFICIAL.SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL Ep PROF�,S OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE. C��Z G NE s/d TABLE 1704.5.1 (2010 CBC/2009 IBC) B. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION OTHERWISE SPECIFIED. 75625 FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC IBC REFERENCE TMS4021ACI TMS6021ACI AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL ORE ON 530/ASCE 5 530.11ASCE 6 INSPECTION. 1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF 5. OFF-SITE FABRICATION: THE CONSTRUCTION DOCUMENTS AND THE APPROVED - X - - ART.1.5 A. FABRICATOR SHALL SUBMIT APPLICATION TO THE BUILDING OFFICIAL(FIELD INSPECTION DIVISION) VFN D . E� SUBMITTALS SHALL BE VERIFIED. FOR APPROVAL PRIOR TO FABRICATION. B. FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION TO THE E)CPIRES: 12-31-2014 2. EXCEPT VERIFICATIONOFfm AND PaaL PRIORTTED CONSTRUCTION BUILDING OFFICIAL(FIELD INSPECTION DIVISION)PRIOR TO ERECTION OF PREFABRICATED EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS - X - - ART.L4B CODE. COMPONENTS. 3. VERIFICATION OF SLUMP FLOW AND VSI AS DELIVERED TO X - - - ART.1.513.1.b.3 THE SITE FOR SELF-CONSOLIDATING GROUT. 4. AS MASONRY CONSTRUCTION BEGINS,THE FOLLOWING SECTION 1704.2 (2010 CBC/2009 IBC) SHALL BE VERIFIED TO ENSURE COMPLIANCE. REQUIRED VERIFICATION AND INSPECTION OF FABRICATION A. PROPORTIONS OF SITE-PREPARED MORTAR. - X - - ART.2.6A VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED B. CONSTRUCTION OF MORTAR JOINTS. - X - - ART.3.3B 1. IN-PLANT REVIEW INSPECTION OF FABRICATION/QUALITY C. LOCATION OF REINFORCEMENT CONNECTORS AND - X - - ART.3.4,3.6A CONTROL IN ACCORDANCE WITH SECTION 1704.2. _ X ry ANCHORAGES. (EXCEPTION:WHERE FABRICATOR IS APPROVED IN E. GRADE AND SIZE OF ANCHORAGES. - X - - ART.2.4B,2AH ACCORDANCE WITH SECTION 17.4.2.2.) 1 1 0 0 5. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL TABLE 1704.3(2010 CBC/2009 IBC) VERIFY: REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION A. SIZE AND LOCATION OF STRUCTURAL ELEMENT. - X - - ART.3.3F VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC REFERENCED IBC REFERENCE B. TYPE,SIZE AND LOCATION OF ANCHORS,INCLUDING STANDARD OTHER DETAILS OF ANCHORAGE OF MASONRY TO _ X - SEC.112(e), - 3. MATERIA!VERIFICATION OF STRUCTURAL STEEL AND STRUCTURAL MEMBERS,FRAMES OR OTHER 1.16.1 DEC L: COLD-FORMED-FOSEL DEL: CONSTRUCTION. COLD0 A. FOR STRUCTURAL STEEL,IDENTIFICATION MARKINGS _ X AISC 360 W -- ANCHOR BOLTS AND ANCHORAGES. �.� C. SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT, X SEC.1.15 ART.2.4,3.4 TO CONFORM TO AISC 360. SECTION M2.5 � Cn = B. FOR OTHER STEEL,IDENTIFICATION MARKINGS TO E PREPARATION,CONSTRUCTION AND PROTECTION OF CONFORM TO ASTM STANDARDS SPECIFIED IN THE - X APPLICABLE ASTM N (V MASONRY DURING COLD WEATHER JEMP.BELOW 40°F) - X SEC.2104.3, - ART.1.8C,1.8D APPROVED CONSTRUCTION DOCUMENTS. MATERIAL STD S � D (` OR HOT WEATHER(TEMP.ABOVE 90.0 2104.4 W 0 � C. MANUFACTUR'S CERTIFIED TEST REPORTS. - X 6. PRIOR TO GROUTING,THE FOLLOWING SHALL BE VERIFIED 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: > TO ENSURE COMPLIANCE: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS AISC 360,SECTIONCl I.- 0 A. GROUT SPACE IS CLEAN. - X - - ART.3.213 SPECIFICATION IN THE APPROVED CONSTRUCTION - X A3,5 8 APPLICABLE 0 W W B, PLACEMENT OF REINFORCEMENT AND CONNECTORS, X -- SEC.1. DOCUMENTS - AWS A5 DOCUMENTS _ i�� fy AND ANCHORAGES. - 13 ART.3.4 - - MANUFACTURER'S CERTIFIED TEST REPORTS. X IN - C. PROPORTIONS OF SITE•PREPAREDGROUT. - X - - ART.2.68 5. INSPECTION OF WELDING: 0 Q D, CONSTRUCTION OF MORTAR JOINTS X ART.3.3B A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 8. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, _ X SEC.2105.2.2, _ ART,1,4 1) COMPLETE AND PARTIAL JOINT PENETRATION X _ MORTAR SPECIMENS ANDIOR PRISMS SHALL BE OBSERVED. 2105.3 GROOVE WELDS. 2) MULTIPASS FILLET WELDS. X - (Y} 3) SINGLE PASS FILLET WELDS>5116" X - AWS DIA 1704.3.1 4) PLUG AND SLOT WELDS. X 5) SINGLE-PASS FILLET WELDS<5116" - X z TABLE 1704.7 (2010 CBC/2009 IBC) 6 FLOOR AND ROOF DECK WELDS. - X AWS 131.3 REQUIRED VERIFICATION AND INSPECTION OF SOILS CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. VERIFY MATERIALS BELOW FOUNDATIONS ARE ADEQUATE _ X TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH X AND HAVE REACHED PROPER MATERIAL. _ 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X 4. VERIFY USE OF PROPER MATERIALS,DENSITIES,AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF X - COMPACTED FILL 5. PRIOR TO PLACEMENT OF COMPACTED FILL,OBSERVE SUBGRADE AND VERIFY THE SITE HAS BEEN PREPARED _ X ISSUES AND REVISIONS PROPERLY. NO DESCRIPTION DATE REQUIRED VERIFICATION AND INSPECTION OF EXPANSION ANCHORS IN CONCRETE AND MASONRY VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. FIELD INSPECTION OF INSTALLATION OF ANCHORS TO MEET _ X MANUFACTURER REQUIREMENTS. PROJECT: TENANT IMPROVEMENT FOR: LUMBER LIQUIDATORS STORE 1331 7301 SW DARTMOUTH RD. TIGARD, OR 97223 DATE: 11/7/2013 DRAWN: TEAM SCALE: AS NOTED JOB NUMBER: 13101.000 CAD FILE: - SHEET TITLE: STRUCTURAL NOTES SHEET: Simi FACE 2' CLP, 0 8' CMU CORNER INTERSECTION END L SA D1 SHELL 2 1/4' CLR' 10' CMU REBAR LAP SCHEDULE LAP LAP 2-wo U.O.N. CONSTRUCTION COMPANY EQ. EQ 21/2' CLR. 12' CMU PER SCH. PER BCH. (CONCRETE) CAP BAR f'G=3000 PSI F'c=4000 PS 135* HOOK (WHERE OCCURB) CALIFORNIA CORPORATE OFFICE .4 ° - BAP 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 SIZE TOP BARS OTHER TOP $ARS OTHER 135* HOOK PH.(760)744-3133,FAX(760)744-9064 1/2 CL ° (IN.) BARS l INd (IN.) BARS (IN.) we HOOK ONE END ONLY jr d• . 03 28 22 24 19 MIN. ° y PROVIDE OUTSIDE ALL COMERS 4 STD. (ALTERNATE ENDS AT ALL HOOKS t BENDS 04 31 2S 32 25 CORNER BARS INTERSECTIONS HOOKS INTERIOR BEAMS - 4� 38 40 31 PROVIDES . 90' LOCATE ON SLAB SIDE A� LG. REIr� TD BHALL HAVE 2-"5 1NISEIv+IAN -F- R{JHY 4 HOOK AT INSIDE $ARS VERTICAL =N. OF EDGE BEAMS) STRUCTURAL ENGINEERS *fo 56 43 48 3-I° INTO CORNER CELL BEAM STIRRUP OR HOOP •1 81 63 10 54LLIM ° All design concepts,ideas and 9915 W RA MESA BLVD. d. �y.� ;r 08 12 80 62 arrangements depicted on these sheets are SUITE 200 iOS 81 91 10 DOUBLE CURTAIN qA ONTINUOUS CLOSED TIE ?�property of Wiseman+connecRohy tion d are intended to be used in connection with This SAN DIEGO,CA 92131 (/���//���y�� specific proiect only and shall not be used TEL 858 536 5166 135* HOOK or changedin whole or in FAX 858 536 5163 BARS � CENTER BARS � FA j/J�� Q a /� a port for Moll 118 .71 102 i J LAP LAP a/'�L►6 TIE other purpose without the written consent of 2•� ���� Wiseman+Rohy WWW.WRENGINEERS.COM BAR SIZE 8' CMU 10' CMU 12' CMU SMI 131 101 113 81 PER PER BCH. WHERE OCCURS) CENTER FACE CENTER FACE CENTER FACE ' HOOK ONE END ONLY•4 1'-9' 2'-2' 1'-9' 1'•11' 1'-9' 1'-9' NOTES; ALTERNATE ENDS) S��'��� PROFES45 2'-2' 3'-4' 2'-23 2'-II' 2'-2' 2'-8' 1. LAP SPLICE LENGTHS FOR GRADE 60 REINFORCING BAR. i _ 135 HOOK 012. LAP SPLICE LENGTHS FOR NORMAL WEIGHT CONCRETE LL HOOKS t BENDS <v G Ne 3'-�" 4'-1' 3'-4' 4'•�' 3'-4' 4'-�' AR~'✓�UND LG. REIN 75625 . r 3. LAP SPLICE LENGTHS FOR CLASS B LAPS = 13 Id. 5 -0 EMM 5 -4 3 -10 5 .4 31-10* 51-41 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 PROVIDE CORNER L CORNERS t STD. COLUMN TIE OR HOOP +'8 6'-1' 6'-1' 5'-11' 6'•1' 5'-1' 6'-1' INCHES OF CONCRETE CAST BELOW THE BARS. LAP BARS INTERSECTIONS HOOKS NOTE: ORE ON +'9 6'-10' 6'-10' I 6'-10' 6'-10' 6'-1' 6'-10' 5. LAP SPLICE LENGTHS ARE BASED ON THE TYPE OF $HALL HAVE 2-S ALL HOOKS AND BENDS SHALL BE IN s� 11. E-� STRUCTURAL ELEMENT AS FOLLOWS: ALTERNATE-----1VERTICAL U.O.N. ACCORDANCE WITH REImFoRcING BAR F��N R CMU R E BAR LAP SCHEDULE (f m=1 500 psi) BEAMS OR COLUI"INS: COVER AT LEAST 1.Odb AND CORNER BARS BENDS DETAIL ON THIS SHEET. EXPIRES: 12-3�=-2014CENTER TO CENTER SPACING AT LEAST 2.0db_ ALL OTHERS: COVER AT LEAST 1.0db AND CENTER TO SINGLE CURTAIN TYP. STIRRUP TIE HOOP OR CROSS-TIE CENTER SPACING AT LEAST 3,Odb. TYP. MASONRY BLK. INTERSECTIONS ' 1 T C/)4 CORNER INTERSECTION END LINE OF WALL BEYOND 0 DIA, U,OX 30 DIA. U.0.14, 0 (BACKFILL 1'•0' • MIN. PER SPECS) BOT. OF 2'-0' MIN. 2'-0' MIN_ STD. �-�- 4 +� 18 x24 EPDXIED G- TYP. TYP. (E) SLAB 3' INTO (E) SLA$ Lu _ PROVIDE CORNER PROVIDE r' __ 7al FOOTING2 ` LAP $APS (TYP.) CORNEP $AP 5 } 1.-- NFOR EA. EDGELONG. BAR T t I II INO DIGGING FOR PIPE T- 0 TRENCH BELOW THIS LINE 1 -6 / T A$ PER PLAN MIN' MULTIPLE CURTAIN C) W 1 BOT. OF PROVIDE METAL SLEEVE: Q CONC. FILL. I.D. OF SLEEVE SHALL BE 31P DIA. U . ..O31P DIA, UA 0 2 (MIN) LARGER THAN O.D. OF PIS T-0' MIN. 2'-0' MIN" STD. O I� � lE) CMU BLDG ---.� .1"1'.P. (� WALL < FTG( � I-BOOKS � U1 � 4 NOTE: WHERE BOTTOM OF FILL IS MORE THAN 3'-0' BELOW BOTTOM OF M FOOTING, STEP FOOTING DOWN PER TYPICAL FOOTING STEP DETAIL 2• PLACE CONCRETE FILL AROUND SLEEVES BEFORE POURING PROVIDE ALTERNATE W FOOTING PA , FILL SHALL BE SAME WIDTH AS FOOTING AND FULL CORNER LAP DIRECTION OF DS WIDTH OF PIPE TRENCH. BARS-MATCH SIZE CORNER BARS 3. NO PIPES SHALL BE PLACED IN FOOTINGS UNLESS SPECIFICALLY OF REIN. DETAILED ON THE STRUCTURAL DRAWINGS TYP. FOOTING AT PIPE OR CONDUIT SINGLE CURTAIN T 07 EYP. CONCRETE FTG. INTERSECTIONS J ISSUES AND REVISIONS BARS OTHER THAN db db db No DESCRIPTION DATE STIRRUPS, TIES, HOOPS & CROSS-TIES bo D D — BAR 180 �/�e* 135* JIG 1 1 D - - SIZE D 'L' •L' rLr ' 03 21/4 21/2 - 41/2 04 3 21/2 - 6 L +'S 33/4 21/2 11/2 11 (MIN) 41/2 3 - 9 01 5 1/4 31/2 101/2 1800 HOOK 1350 HOOK 900 HOOK 08 6 4 - 12 PROJECT: OB SI/2 41/2 - 13 1/2 LEGEND FOR REINF. BENDS (NOT SHOWN TO SCALE) TENANT IMPROVEMENT FOR; +M0 103/4 51/4 15 1/4 IND ICATEs we BEND IN PLANE of DRAWING LUMBER LIQUIDATORS SLAB PER PLAN x'11 12 53/4 1 INDICATES 90' BEND PERPENDICULAR TO STORE 1331 7301 SW DARTMOUTH RD. '~ PAVING BY OTHERS 81/4 _ 21 PLANE OF DRAWING TIGARD, X18 24 S 2'1 OR 97223 -� I = STIRRUPS, TIES, HOOPS & CROSS-TIES INDICATES 135' BEND IN PLANE OF DRAWING DATE: 11/7/2013 -� I I_I I INDICATES 180' BEND IN PLANE of DRAWING DRAWN: TEAM 03 11/2 - 4 4 CONT. 04 • �� __ 04 2 - 4 4 INDICATES 135' OR 180' BEND PERPENDICULAR TO SCALE: AS NOTED 05 21/20) 4 4 PLANE OF DRAWING JOB NUMBER: 13101.000 *6 41/2 - 41/2 9 —`.,�-- INDICATES OFFSET IN PLANE OF DRAWING 'r'1 5 1/4 - 5 1/4 101/2 CAD FILE: - I'-0' V 6 - 6 1 12 MIN. (1) USE 3 3/4' N CONC_ BLK, CONSTRUCTION SHEET TITLE: NOTE. ALL DIMENSIONS GIVEN ARE IN INCHES, TYPICAL STRUCTURAL REINFORCING BAR BENDS & HOOKS DETAILS SHEET: 102 S102 FOR ITEMS NOT - _ = - SA D1 lE) ROOF _ - - ---_--- -_=- -----� = NO SEE 1 - L _ �� CONSTRUCTION COMPANY (F.V. HT.1 FOUNDATION P LAN NOTES CALIFORNIA CORPORATE OFFICE A 1570 LINDA VISTA DRIVE,SAN MARCOS,CALIFORNIA 92078 `-L` PH.(760)744-3133,FAX(760)744-9064 SEE GENERAL NOTES AND TYPICAL DETAILS ON swEETS 61-ID-51.2. THESE ' . 0Ul NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE WHETHER SPECIFICALLY REFERENCED OR NOT. X b X x x 2, CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH THE WISENIAN + ROHY atl r� D STRUCTURAL ENGINEERS 52,0cA STRUCTURAL REQUIREMENTS INDICATED. REFER TO CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. e• All design concepts,ideas and 9915 MIRA MESA BLVD. HSS 5x5x311b 3. FOR DIMENSIONS, EXTENT, AND NATURE OF ALL WALLS, REFER TO ( = ._ ARCHITECTURAL DRAWINGS. arrangements depicted on these sheets ore SUITE 200 the property of Wiseman+Rohy and are +y intended to be used in connection with this SAN DIEGO,CA 92131 �. LAPS OF FOOTING REINFORCEMENT SHALL COFORM TO ` specific or nged i n whole or only and in p ort not r any used TEL 858 536 5166 FAX 858 536 5163 other purpose Rwnen consent of Wiseman WWW.WRENGINEERS.COM PROF£Ssi 5 e FOUNDATION LEGEND ,5625 S2.ID TYP. v. 5' CONC. SLAB ON 1 4 g GRADE Wl 4 18 r .� MASONRY WALLS AND PILASTERS. RE oN ' s.CTR E.W. z 1 y 1 , • ' i 52.0 . y ` D . I 52.0 TYP. TYP. — — — — -- — EXPIRES: 12-31-2014 31_411 I 52.ID SLOPE I IID TRUCK DOOR SUPPORT MAN DOOR SUPPORT 51a -1 E_ SCALE: 1/4 -0 b C 52.0 TYP. _ LL 2 s2.ID I ° I 52.0 TYP. Q (E) SOLID GROUTED n I I �� = N CMU WALL HSS PER ELEV. NN L11 O a� 4" CONC. WALKWAY � I I TYP. — I 3116 W/ '3 a 18' E.W. LL] F"' I 0 (3 ° `, I I TUBE PER WALL ELEV. I ------------ W/ 5/810 HILTI KB-3 g 2' DIA. ACCESS HOLE I I �/� I I 241O.C. 112' MAX FROM EA. BOLT LOCATION I ► d 3x3xl/4x5' T4B — v) q ENDS) W/ 4' EMBED i i B (ESR-1385) i �, W I I 3/lb Z NOM PARTIAL FLOOR PLAN. z MON SCALE: /8' = '-0' (� C8 MORTAR CAP SLAB PER ISSUES AND REVISIONS • �4 PLS - No DESCRIPTION DATE _ PER ARCH. 81 CMU WALL W/ — — - 45024' (V) IIII�� I 3 #4 19 32' (H) GUARDRAIL-----.HCl PER = PER ARCH. (SOLID GROUT) PLAN SLAB PER PLAN I I I II - T-—9 _ ATTACH PER 5 EQ EQ #4 g 18'x 18' 1: -�-- (E) SOLID 55.1 , ' GROUTED �18' I ( PROJECT: ' , z TENANT IMPROVEMENT FOR: I CMU WALL =— — a _ . LUMBER LIQUIDATORS E - - STORE 1331 Cq o t O TUBE PER PLAN f' — — — — — '� I I 7301 SW DARTMOUTH RD. _I I EQ, EQ. ; TIGARD, OR 97223 3 SIDES $' CMU WAL W/ PAYING BY DATE: 11/7/2013 + L OTHERS 1112 3b� :I I ow � # • T1'P 1 I PAVING BY 4 24 (Y) -- -- ' DRAWN: ■ VARIES OTHERS — — — •4 24' (H) TEAM NE 3/8x5 1/2x0 -11 (OFFSET) I I — _— W/ 2-5/$•� HILT( KB-TZ W/ 3 _ — — — _ _ , - # (SOLID C-ROUT) ( I I— SCALE: AS NOTED —1 I '— I _ JOB NUMBER: 13101.000 1/8• EMBED (ESR-Igl1) = ( I z DETERMINE `� 1 =III 3 _ '61 CAD FILE: IN FIELD ' PLAN PER t — — — — — — -� —♦ SHEET TITLE: WALL ELEV. I I 2-+'4 CONT. PARTIAL FLOOR PLAN I I � - - - - - --� ALT. BENDS e. 11_b■ & STRUCTURAL DETAILS 3-'5 CONT_ SHEET: I I---ROLL-UP DOOR ALT. 8END5 I( BY OTHERS 1 -0 S200I 11