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HomeMy WebLinkAboutPermit 4130 - JC Penney - Reroof and Seismic UpgradeS.. Ft. Yst FT. WITTY. T rcTFT: Office Storage/ dare ho use Retail Other Da. Load Total Work to be Site Address Building U Property 0 Address Contractor q� CITY OF TUKWILA , ''Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 done Reroof and seismic upgrade program 17200 S4 h,genter Parkway Suite. # Tenant J.C. Penney co. se Warehouse Assessors ?cc..:unt # ;?(o 2_30c/- Q / Owner ,1. f:. Penney Co. Phone # 17200 Snuthcenter Parkway._Tukwila, WA Zip r at = y_,J t-M1mL 2l'3- O /- pet-E� -� 774/17 - 5'7' Phone # Oc c / PP-I_ .t, 66P F& 7gi3 L I • FOR BUILDING PERMIT ONLY Anorwed for issuance by. Fire Protection: ❑ Sprinklers [1 Detectors Zoning Type of Construction TOTAL Special Conditions FOR SIGN PERMIT ONLY [[ Permanent (] Temporary D Single Face Building face [] Double Face Setbacks: Square Footage of each sign face Special Conditions THIS PERMIT BECOMES NULL AND VOIu IF WORK ('R CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITI;IV ia0 ,DAYS, OR IF ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S C0 'ENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE ;1ME TO BE TRITE AND CORRECT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTJTIG Or A PERMIT VIOLATE OR CA TIC E PPU 1 jO SS OF ANY OTHER STATE OR LOCAL LAW REGULATING CO NSTRUCTION OR Signed ��.� "'. (� ° ' � Date X‹) LICENSED CONTRACTORS DECLARATION .Y41111111111111•11• - .-..a. •1•11111, . ....■•■111..... ..rOIF,.,11•••■■••••.∎∎∎•∎• �..�. ,... ••. ..mew • BUILDING PERMIT (� Wall Mounted Front Side Free Standing PERMIT # Control # 85-289 Fees l _ sq. ft. @ _ 1st F1. sq. ft. @ 2nd F1. sq. ft. @ other sq. ft. @ other Total Valuation of Construction — 78ak38 Bldg. Permit Fee Receipt # _2(92.° $ 933.00 Plan Chock Fee Receipt # Z(A�� $ 606,00 Demolition Receipt # $ Surcharges Receipt #2(1.() $ 1 _o___. Other Receipt # $ Other Receipt # less U200.00) $ 1340 ❑ Other Side Rear Total square footage of sign - 0 CONSTRUCTION OR WORK IS SUSPENDED OR ALL PROVISIONS OF LAWS AND 0RUINANCES DOES NOT PRESUME TO GIVE AUTHORITY TO THE PERFORMANCE OF CONSTRUCTION. I hereby affirm that I am lic nse 1Bder rovisi s'- f t .. '�usines; and Professions Code. and my Boor e is i ful�orce and effect. ) Contractor (signature) ` ` ( r Date ! ei OWNER- BUILDER DECLARATION ( ) 1, as owner of the property, or my employe•:s, with wanes as their sole compensation, will do the work, and the structure is net Intended er offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Dater_ ,CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Date g � Type of Inspection k Date Wanted a.m. p.m. Site Address 1721 O i2 - i,vei 1 -e42 Project , br, C Requestor (I Phone # Special Instructions Inspection Results /Comments: Inspector d&do INSPECT" N RECORD PERMIT # q,/5 O Date /•l //? 1711 OCCIDENTAL AVE. SO., SEATTLE, WA. 98134 • (206) 623.6020 City of Tukwila 6200 Southcenter Boulevard Tukwila, Wa. 98188 SHEET METAL FARRICATORS . RI III T I IP Re: J.C. Penney Co. We, Queen City Sheet Metal & roofing Inc., October 29,1985 (started) installed a roof membrane assembly, including insulation if applicable, consisting of Tremco, Manufacturer, Specification #HP4510 Data sheet enclosed, which meets or exceeds the requirements for Class A or Class B roofs. This roof was installed at 17200 Southcenter Parkway under City of Tukwila Building Permit Number 4130. Sheet Metal Diane H Puetz,.Pres. RnnFINr. . CINlV OAS INSPECTION REQUEST Permit # ViV9 Date Tenant eak s .b- 6 Time • Address: /7200 ■ima -cei4 J) Date Wanted: 1 . 1 / 14/R - 5 - a.m. p.m. Contr. or Owner .,vi To/chg Type of Inspection Abe 4011)46 Taken By • Req. By • City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor September 14, 1987 Queen City Sheet Metal 1711 Occidental Ave. So. Seattle, WA 98134 Attn: Re: Building Permit #4130,J.C. Penney.Co. (reroof Dear Sir: Fred Our records indicate that this permit has not been finalled by the Building Division. In order for us to sign -off on this project we need you to provide us with.a written statement regarding compliance with the Uniform Building Code (1985 Edition) roof covering requirements. The attached handout provides you with an example statement. Please provide this information within 15 . days of receipt of this letter or contact us with the status of this project. If you should have any questions, please contact me at 433 -1852. Sincerely, Norm Bray Building Inspector September 14, 1987 Queen City Sheet Metal 1711 Occidental Ave. So. Seattle, WA 98134 Attn: Fred Re: Building Permit #4130, J.C. Penney Co. (reroof) Dear Sir: Our records indicate that this permit has not been finalled by the Building Division. In order for us to sign -off on this project we need you to provide . us with a written statement regarding compliance with the Uniform Building Code (1985 Edition) roof covering requirements. The attached handout provides you with an example statement. Please provide this information within 15 days of receipt of this letter or contact us with the status of this project. If you should have any questions, please contact me at 433-1852. Sincerely, Norm Bray Building Inspector City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1600 Gary L. VanDusen, Mayor SEISMIC ENGINEERING ASSOCIATES, Ltd. 1300 FOURTH STREET, SANTA MONICA, CALIFORNIA 90401. TELEPHONE (213) 394-1101 September 30, 1985 Mr. Tom Hill Building Official Department of Planning & Building City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: J. C. Penney Company, Inc. Voluntary Seismic Upgrade Program District Distribution Center #9509 -1 17200 Southcenter Parkway Tukwila, Washington W.O. 85033 -01 Dear Tom • The J. C. Penney Company, Inc. (JCP) has undertaken a seismic upgrade evaluation of District Distribution Center #9509 -1, located in Tukwila, Washington. The seismic upgrade evaluation has in- cluded an estimate of the property damage loss expectation which might be caused by earthquake ground motions considered credible at the site. The evaluation involved estimating the predicted dyna- mic structural response at various levels of credible surface ground motion and distortion demands which may be anticipated. The pro- perty damage loss expectations associated with the various building systems, were then estimated. To find the probabilities of occur- rence associated with the various intensities of surface ground shaking at the site, a seismicity study has been made. These site - related occurrence probabilities were then combined with the pro- perty damage loss expectation. The end result was a curve relating the property damage loss expectation to the loss probabilities in- volved during the economic life of the Distribution Center. The seismic performance of building elements was only investigated to the degree that they impact the property damage loss potential curve. No attempt was made to assess the seismic performance of the many elements which may be damaged by an earthquake, but whose damage does not significantly impact the overall cost -risk evaluation. Seismic code forces and the code allowable capacities were not used in the analysis. No attempt was made to verify the compliance of the as- existing building condition with any seismic building code. Observations of the field condition of the Distribution Center was Mr. Tom Hill JCP Dist. Ctr. #9509-1, Tukwila, WA September 30, 1985 Page Two restricted to exposed construction conditions. Such field observa- tions indicated that it appears the as -built building condition gene- rally reflects the design condition delineated by the original con- struction drawings reviewed during the course of our seismic up- grade evaluation, and further that no sign of seismic distress was in evidence. The seismic evaluation included only a general seismic analysis intended to identify the limiting seismic capacity(ies), and as such, did not include any analysis of other load conditions. The seismic upgrade evaluation identified certain features of this Distribution Center, which adversely impact the seismic cost -risk picture. Accordingly, JCP has elected to undertake a voluntary seismic retrofit program to mitigate the impact of these features. Basically the work consists of removing the existing roofing and installing a new layer of plywood sheathing over the existing wood roof construction; adding new roof ties and wall anchors; convert- ing an existing interior partition to a plywood shear wall; shotcret- ing a new interior concrete wall and closing an existing perimeter wall opening with shotcrete concrete. The alteration drawings sub- mitted, cover this work. The proposed construction is entirely additive to the seismic resistance of the as- existing Distribution Center and is purely a voluntary upgrade on the part of JCP and therefore no code calculations have been submitted. New roofing replacement will be the responsibility of the same con- tractor doing this voluntary retrofit program. However, the neces- sary plans and specifications for this portion of the work will be submitted in the near future in order to obtain a combined building permit. Should you have any further questions on this matter, please do not hesitate to call. Very truly yours SEISMIC ENGINEERIN IATES, LTD. -James "Lord, President JL:In cc: Mr. Larry Clark, J.C. Penney Company, Inc. R.S. #18050 SEISMIC ENGINEERING ASSOCIATES, Ltd. 00F2 ("off DreA 'ra 't,,. 1%")( t + " rtd> aL ✓t Afy PGAf( /a NCNo2 Eo TO P/c CovvC, h141-1, w/ 1/g " e. D Jo o C, SrE NotES 6 400 2- 3/4,(i: 5y„ LG k L!/ k eo c tf 6 " GAGE Nort Fat 4' 5EC7 /oN DE 7 /c. Pt/2L /Al 6/A4/61' , !Er Not r, S. C'X /ST /V fm A/ ' /vR 4 re • �Nf Sk /006/ 1- + E'X /Sr S %x /3 Lumel pcm t/N — Au) SPPO4f L 6)C 1( 01 9 C7' D vN0(r'2 EACH 4- L1JLAfri PuRL/Al I4/1/ RE' a LULA 44 PLA7 /S To RE PLACC9. See' NO7C . 4. evv> ,v21(o JrC %s - -/ > 1 /(-1 NOTES: 1. FOR GENERAL NOTES SEE SHEET S -1. 2. ALL NEW LUMBER SHALL BE SEASONED DOUGLAS FIR NO. 1 GRADE. 3. ALL NAILS SHALL BE COMMON WIRE TYPE. 4. ERECT NEW SUPPORT ANGLE WITH ANCHORS TO WALL UNDER GLULAM PURLIN WITH TIGHT FIT TO UNDERSIDE OF PURLIN. 5. AFTER ERECTION OF SUPPORT ANGLE CUT TOP LEG OF EXISTING PURLIN HANGER. 6. REMOVE EXISTING DECAYED SECTION OF 44 X 84" FLAT GLULAM PLATE ON TOP OF PRECAST WALL. MAKE CUT MIDWAY BETWEEN EXISTING ANCHOR BOLT SPACING. 7. REPLACE THE FLAT GLULAM PLATE WITH A MATCHING FLAT GLULAM PLATE OR ALTERNATE BUILT UP MEMBER, DRILLING MATCHING ANCHOR BOLT HOLES TO EXISTING. HOLES SHALL NOT BE MORE THAN 1/16" LARGER IN DIAMETER THAN THE BOLT. COUNTERSINK HOLE AT TOP SIMILAR TO EXISTING. 8. THE ALTERNATE BUILT UP MEMBER TO THE FLAT GLULAM PLATE SHALL BE AS INDICATED ON DETAIL 2/SK1006. 9. ADD NEW 2 X 6 FLAT ROOF DECKING AS INDICATED IN LETTER OF 4/22/86 AND NAIL PLYWOOD AND DECKING TO GLULAM SIMILAR TO DETAIL 2/SK1006. �y9 SEISMIC ENGINEER • ,90 /6.d &1 EACH S /20 TNRV Pty AA /- 2)( /0 rifrin '4, IN/ ovFRJ/ZE" PotE At EACH 4, Q, LOCAf /ON ,¢ r REVO Fat 4,A. wAsNet4 *to Nur /N.r >q LL A TsLW A DO 2- 2.4/0 TR"Mty( A/AitiO TO“ W/ 2 Rows / d °' / 2 EA . Roo/ .1764d. PR 0 ✓l4 E' D,? It L Fa yoLes At 4,4. LOC4, S£'r ,v'rts Ted d CITY OF TO APPRO' JUL8 1 ��� AS I� liik BUILD NG DI vGE 4 , sit' EX IST %¢ x /3 & z v4Ai1 puR L /N oPoe7 L 6)C 3i.< i 1( 0 =9 "c6 vivO C"2 E'ACN a-L UL A M PURL./ ti G LA A l4 PC rt rr /S ra REP[A C O. NOrO .4. sic %s -/ ..AS FIR NO 1 GRADE. TO WALL UNDER GLULAM PURLIN DP LEG OF EXISTING PURLIN C 84 FLAT GLULAM PLATE ON TOP VEEN EXISTING ANCHOR BOLT 1ATCHING FLAT GLULAM PLATE OR TCH I NG ANCHOR BOLT HOLES TO N 1/16" LARGER IN DIAMETER THAN IILAR TO EXISTING. FLAT GLULAM PLATE SHALL BE AS ICATED IN LETTER OF 4/22/86 AND 4ILAR TO DETAIL 2/SK1006. • MO Adel CA c11 Rai/ S /20 rmett.1 PLY vim° MO 1- 2X/0 r,2,MME4, W/ ovr4sIZE /ioLE At EACH 4,e, LOCA>/on/ 4 S ,er6i'0 / c A,i , wA(116f Avo Nvr /01'14 tL AT "t.W. A DD 1- 2)1/0 Ti'/ '(2 AMItEO 7 W/2 2o+.✓s /6( e/2 EA , Row ,CTGRd. PR0 ✓lAI a /CLED . No L €s At A,4, LoC47i01S. stir Mores 7 i 8 S �C 7 /oln/ . D ( CITY OF TUKWILA APPROVED JUL 8 1986 AS iii)iku BUILD NG DIVISION ENO'R. DATE 7 -/- 8l ;K /ooh JOB e 7:- OI TITLE ✓CP g fJ l CA 9508 or 8 . 1/4. A 0 #w -‘v 24 FLA> Deck / NCr sEE. mare. 9. 400 /6 EACH /.?o W 47'6-R. D Ex /sr 7 /g" '4, e e 30" 0, c. Na rC : FjR o ra Nor Notre. str rx /004 Mac SEISMIC ENGINEERING ASSOCIATES, Ltd. 4-061r9 G c.t/tA'l _ Pcl,Cc ,C ✓PP ° f Pic cd.✓c wAf t W / - / U o rc4'ylo - G c. v M . 7 PIA r r l r yo er toI4 Kee; 1-(1F/ 4 si s 6 t i/6. /eve 41,✓ J'i S It )( / 3 /U,f -f>(i)p✓ - ' X" of ,r 'J /Jl _ 2‘9(;) r 77777777T77/ f f l cRtir Sfrpod of et f Fir Gtr Per It Roc1..f V: ¢k v Z ItiotY 1.1- grit. tt. t//4 ocr : feNt Si I! 400 L6)( 3 ;X,.go- r C1' 0 1/nl(U i G ! u(4/1 - 34/ xr v "i G. K.wu1 r11� a of - t4 e 644( /tpit l 0 tr e 6 ► 0 .t, ' 3 , / K 60`1/3 1 1 : 3 .Y7 f 1 /half 01.;ir ENO'R. '( DATE ,/I / 6 JOB 07.1- (Pi TITLE j (I' Q1 f 0/ CITY OF TUKWILA APPROVED JUL 8 1986 AS WILD �UtI 1�11VZs D IVIStON • ,7G O/c 4' Q otT, TRACKifNQ sq. ft. 1 1st 1. sq. ft. 1 2nd Fl. S sq. ft. a other S sq. ft. 1 other S Total Valuation of Construction S iJD(3 Bldg. Permit Fee Receipt 1a110O $ 93Ildb Plan Check Fee Receipt tailm S Mahal) Dimolition Receipt 1 S Surcharges Receipt 111 S I. Other Receipt 1 $ Other Receipt 1 - S TOTAL S JOB ADDRESS / - 7200 ._ 5 0 .14,1,,,. / t',r TENANT "(:- 12/ / fA'Y 4, . DATE OF APPL. � 0� - / DESCRIPTION OF USE LEGAL DESCRIPTION 7 ATTACHED ❑ PROPERTY rNER . ' { ADDRESS 0 I ./['p , ,c' - ( ` PHONE ENGINEER /ARCHITECT .47.'=l 16-:1, / " iit , ' /Ji lC,' / , ADDRESS //7 4 /. // in ..5i7; ; iii ! 4' •<i PHONE r/1' ,' VV / / CONTRACTOR ' ADDRESS PHONE AUTHORIZED AGENT f L 1:- . ,21 - .:3`1V /l LICENSE NO. VALUE OF WORK FIRE PROTECTION SYSTEM SPRINKLER DETECTOR USE ZONE TYPE OF CONST ADJUSTED VALUE 3 60) OOO GRADING CUBIC YARDS CUT FILL SIZE OF BUILDING SIZE OF UNIT WORK TO BE DONE: JJ V 4./, , 'y ' /S,/n/e.' /17, ,P/'L JC2/'��,/?9 1ST FL. 2ND FL. SENT CORR. / / -,t, PLANNING HEALTH TOTALS PUBLIC WORKS I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA• TION AND KNT THE SAMc TO BE.,TRUE AND CORRECT. FEES AMT. DATE REC. NO R C. BY P.C. .64 � ` dz:•.• / r ' ,�„ '1 t ` ADJ. s SIGNATURE %7 . / .. , B.P. 933 � at1MO.5u r 1 6 ° COMPANY r . I DATE ''' , �'� '' 1 PHONE ' /' -. ' 7 /, f 1 -063.5 <,ZCCI Q7) 9 / / - S U(p4 O% TOTAL /3 (O USES SQ. FT. OCC. OCC. LOAD )„i . / <'i, /i- <;..' ?o? r' - ? TOTALS DEPT. APPROVALS SENT CORR. APPR. PLANNING HEALTH PUBLIC WORKS FIRE ( APPLICATION FOR CITY OF TUKWILA CONTROL NUMBER Rs 9 CITY USE ONLY SPECIAL CONDITIONS PLAN CHE to ERMIT BY i£ ATE D DATE Sq. Ft. Ts t — FT . Office S tWareorage/ ue ho s Retail Other Occ. Load 2nd F1. Total CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Reroof and seismic upgrade program Site Address 17200 _aouthcenter Parkway Suitt..# Building Use Warehouse Property Owner J.C. Penney Co. Address 172IlQSou thcenter P&rkway, Tukwila _ A Contractor (�i rc L,t/sk 223- CV- Qct -EE -At- 5374#17 Address /711 Oce.(4AI+ 66?T4 9&)3- FOR BUILDING PERMIT ONLY Fire Protection: [ Sprinklers [I Detectors Zoning Type of Construction Special Conditions Building face BUILDING PERMIT Tenant J.C. Penney Go. Assessors ?cc';unt # ,;7&.1,J1/-9a Phone # Zip `9808 Phone # r.�,y w l SA Y Fees sq. ft. @ — 1st: F1. sq. ft. @ 2nd F1. sq. ft. @ other sq. ft. @ other Total Valuation of Construction Bldg. Permit Fee Plan Chock Fee Demolition Surcharges Other Other TOTAL Setbacks: Front Side PERMIT # ( 1130 Control # 85-289 Receipt # Receipt # 2C0.0 Receipt #_.�_ Receipt #1.020 Receipt # Receipt # Less FOR SIGN PERMIT ONLY [] Permanent C1 Temporary [( Single Face [I Double Face (J Wall Mounted [_[ Free Standing [( Other Side Rear $ $ 314001) $ 933.00 $ 606.00 $ .1.2 0 $ 134 Square Footage of each sign face Total square footage of sign Special Conditions q■CANMTlIteMIII■1•Mr NKINIOMMNIIMIMIM t .....w. THIS PERMIT BFCJMES NULL AND VO10 IF WORK CR CONSTRUCTION AUTHORIZED l5 NOT COMMENCED W11I;I' :ar JAYS, OR IF CONSTRUCTION OR WORK IS SUSP!:NDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COf;"ENCED. 1 HEREBY CERTIFY THAT l HAVE READ AND EXAMINE; THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIvIE0 HEREIN OR NOT. THE GRANTING or A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CA E.. E/ POV. 0 i' OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION 0 TH ...PERFOPMANCE OF CONSTRUCTION. Signed •� l% �_� (..ICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am lic nse de, trovi �� t ,.Itusines. and Professions Codc. and my Burr a is 1 fu1 1 rce and effect. X Contractor (signature) �� Date OWNER- BUILDER DECLARATION ( ) 1, as owner of the prc;,erty, or my employe•:s, with wanes Js their sole compensation, will do the work, and the structure is not Intended or offered for sale. ( ) 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date___,�___�_�.______ (IN''AL ac: N Q T gar • F i . .) 5%; O UR d ANA 4 rg3_ / 1. InvggLajnounfoununnu A. TYPICAL DETAILS AND ilU11ERAL !NOTES APPLY TO ALL PARTS OF THE JOR EXCEPT WHERE SPECIFICALLY DETAILED OR NOTED OTHERWISE ON OTHER SHEETS. 11 DIMENSIONS MW DETAILS fl EXI$TI$6 CONSTRUCTION WERE OIITAINED FROM ORIGINAL OR A$-BUILT °M ANIN68 AND ARE GIVEN FOR REFERENCE ONLY, THE ARCHITECT/ENGINEER SHALL SE NOTIFIED OF ALL D 1$CREPAIC J U on INCONSISTENCIES. C. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT /ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. DIMENSIONS TAKE PRECEDENCE OVER SCALE OF DRAWINGS, WEEVER* ANY SIGNIFICANT CONFLICTS SHOULD SE RESOLVED AS NOTED. 2. =MIL AND HAVE A ALL STRUCTURAL CONCREICAUALL BE PRESSIYE STRENGTH OF 3 PSI AT 1: CONCRETE SHALL NIXEE DESIGNED SY A$ APPROVED LABORATORY. COWREl18IVE TESTS OF DESIGN MIXES SHALL BE APPROVED PRIOR TO PLACING CONCRETE. CONCRETE WALLS SHALL BE PLACED BY THE SHOTCRuE PROCESS AND MEET THE REQUIREMENTS THE PROJECT SPECIFICATIONS; THE ANERICM CONCRETE INSTITUTE ACI STANDARD RECOMMENDED PRACTICE FOR SNOTCRITE AND THE 6UNITE CONTRACTORS ASSOCIATION GIIIERAL SPECIFICATIONS AND RECOMMENDED PRACTICES FOR AIR PLACED CONCRETE • 3. 7. 81,16830=1 I�LL_RIRORCINLI< BARS SHALL BE DEFORMED BARS CONFORMING TO ASTN 615 &RPlDE OU UNLE53 NOTED OTHERWISE ON THE DRAWINGS. BARS SHALL BE FIRMLY SUPPORTED AND ACCURATELY PLACED AS REQUIRED BY THE AC! STANDARDS. USING TIE AND SUPPORT BARS IN ADDITION TO REINFORCE"' WENT SHOWN WHERE NECESSARY FOR FIRM AND ACCURATE PLACING. ALL DOWELS AND BOLTS SHALL BE ACCURATELY SET IN PLACE $EFOI1 PLACING CONCRETE. NO WELDING OF REINFORCEMENTS (INCLUDING TACK WELDING) SHALL BE DONE UNLESS SHOWN OM THE DRAWINGS, WELDING SHALL CONFORM TO UDC AND LATEST AWE STANDARDS. WELDING SHALL BE DONE BY A PROCESS APPRO`.'RD BY THE ENGINEER AND THE BUILDING DEPARTMENT, WELDERS SHALL QE CERTIFIED. 4, DOWELS TO EXISTING CONSTJRUCTIONL ALL REINFORCING BAR DOWELS SHALL CONFORM TO ASTM 615 GRADE 60, AND SHALL BE ANCHORED INTO EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS. A, EPDXY GROUT INTO CONCRETE. DRILL MINIMUM SIZE HOLE SUCH THAT ANNULAR SPACE BETWEEN DOWEL AND SIDES OF•HQLE 18 AS SMALL AS POSSIBLE CONSISTENT WITH INBTALI EPDXY GROUT. POI HORIZONTAL OR VERTICAL OVERHEAD HOLES USE SIKADUR HI.MOD GEL HAND HOLES U$E SIKH APPROVED VEOTICAL OR ROVEDGEQUAL, FOLLOW MANUFACTURER'S INSTRUCTIONS. 5. C ONCRETE ANCHORS At. ONE PIECE EXPANSION BOLT ANCHORS SHALL BE HILTI HEAD WEDGE ANCHOR, OR APPROVED EQUAL St FLUSH TYPE EXPANSION ANCHORS SHALL BE HILT! HDI RED HEAD MULTI SET ANCHORS, OR APPROVED EQUAL, C. EXPANSION ANCHORS SHALL HAVE THE MANUFACTURERS EMBEDMENT UNLESS NOTED OTHERWISE. KWIK.BOLT, RED DROP IN ANCHORS, STANDARD MINIMUM 6. STRUCTURAL STEEL A. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPEC. A -36 AND SHALL BE FABR!- CATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OP STRUCTURAL STEEL FOR BUILDINGS. B. WELDING SHALL CONFORM TO UDC AND LATEST AWS STANDARDS, WELDING SHALL BE DONE BY A PROCESS APPROVED EY THE ENGINEER AND THE BUILDING ,DEPARTMENT. WELDERS SHALL BE CERTIFIED. C. ALL BOLTS SHALL CONFORM TO ASTM SPEC. A -307. ono. PROVIDE LOCK WASHERS UNDER TEE NUTS OR USE LOCK NUTS. ALSO SEE WOOD NOTES AND DETAILS, . D. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREI OF RUST. LOOSE MILL SCALE AND OIL AND GIVEN ONE SHOP COAT OF RUST IMHIEIt VE PRIMER. AFTER ERECTION. ALL UNPAINTED SURFACE AND SUR#ACES WHERE PAINT HAS B11EN COAT DAMAGED . SHALL SE 411114 A FIELD H -UP OP MINER USED FOR THE SOP W A FL LUPEER SHALL BE DOUGLAS FIR AND �MEADID IN ACCORDANCE WITH STANDARD SRADINS AND WAILS /$€ SUES$ 0P 7Nt WEST COAST LRk4BER INSPECTION BUREAU. ALL LUMBER 010. B. 6RADt, M.L MISCELLANEOUS FRAMING (STUDS) FURRIHID, ETC.) SHALL BE 'STANDARD" C. rill 111 NANDAID, BP -74 US L 11l 1 K4SU$ *3 H OTLY O$N I S. D. HTHAN ULE 8 FOR $OL:T. WILTS SMALL NOT BE ANODE THAN 1/16" wool IN DIAMETER E. ALL BOLTS SMALL NAVE STANDARD CUT WASHERS. F • SCREWS LEEAAT'IiR Be THAN $IIVEN ■ INTO /KTHS g LEAD SORME AT THE ROOT OF THE THREAD. G. PLYWOOD D$AP*ASMS Apo $WIAR WALL$ 1, 118E PLYWOOD NAIL (SAME DIAMETER AE CMDLI NAIL WT mom MAL TO REWIRED CEDE PER>IDTNAT I ON a MAW 2. NAIL $PAC I N" SEE PLANS, SMEAR ••• L FA a i P P D T 1 L SrS RRNIIL 8I Aril VAC INS RUM RED A TAAU. NHS *P MA LTW NET$ MUM;A t RAIL 1Ma Aii sow CAiDf WOW FRAMING MIL$RMS SMOKE SHALL ME PER TAKE 25F GP WITH COMMA MIRE NAILS iilNi. NOM O' I ANNE*. PREDRILL AS NIC TO 'IMO SUMS MITT I)IAW INC I S -1 S -2 S -3 S -4 S - S -8 S-7 GENERAL NOTES, INDEX. SECTIONS AND DETAILS FLOOR PLAN ° NORTH PORTION ROOF PLAN ° NORTH POI.TION. SECTIONS AND DETAILS ROOF PLAN - SOUTH PORTION ROOF PART PLANS, SECTIONS AND DETAILS WALL ELEVATIONS. SECTIONS AND DETAILS WALL ELEVATION. SECTIO$ AND DETAILS I understand that the Phm Check approvals subtect to errors and pmt and approval Plans does not authorize the violation of any adopted code or ordinance. Rem of contras copy of approved plans acknowledged. e ................... Data ar e . Permit No-- IL PY nY APPROVED T IMM OC14 1,a* as* X/57: PURL /N HANGER W /o)r5TAN0 /N6 GEGS TU ;N, ,sC 1"V //C 60L r5 .DOD 2x'2 » %2 It WA 5 ADD KW/K P0LT e EA. STRAP 4 "HOL E DEPTH EX / P/C CONC. PANG we 5T WALL 4' GLU,HEAM CONNECTION GRID LINE DE TA /L FACE OF EXIST, GLULAM PLATE OVERHANG EXTENSION AT o r _ - d/Er2 I F 1 see ex /$7: NLc3 NOTE 7- 16 d/ it T. l5TG o EX / P/C GONG WALL PANELS .P>rl tl/.R.M[111kbaA0Mw NO. a 6411A401610.0 R 0 o7 1 1 11 11 11 11 el). ed. 8 s 4" HOLE DEPTH Ex /ST. Fy'G GONG. WA 44 PANEL EXIST, 7x 2T GLULAM bEAM ADD 2- STRAP ANCHORS (OWE EA. .5/DE N BOLTS ADD /O x 4 EA. ROW /N SAME 2x6 A.5 NLG To WALL PLATE VERIFY LAYOUT, SEE MOTE NEW PLYWOOD SH76. EX/5T. RP PANEL owns (.101NT5 NOT 5HoWN) Ex/5T. 5% X GLULAM bEAM ADO 2. 3 4" 9S THk U &oL 'T5 ADD l- 2y x 3 STRAP ANCHOR a ADD 2.3x /'2 fl/ALL TO RP T /E / C LR. 4 HOLE FLUSH ON ONE 5 /OE OF PURL /N. ROOF .ADD 1- STRAP AA/CHOR W /BOLTS @EA. 3x NOTE: DETS NOT NOT ED NEW PLYWOOD (ROOF Ex /5T. 4 - 2•ca FLAT re 6 IN EA. PANEL UNIT II /'V /TH WV.4LC. EXIST. 4 4x15 FLAT GLULAM PLATE ANCHORED TO WALL my 7 / 8 "0 A , /3, € 2=G' FOR on .5. SEE 5117. 5-6 ADD S /M"SON A 3 5 CONN. EA. .S/OE + -+. - - 1 , -44 1 DETA/L /% NOTE: /F Ex/Si NLG OVER WALL /5 IN /'204 ONLY ADD ■•e0sW PLYWOOD NCG /0 d di 4 IN SAME ? it G AND / -ROW PLYWOOD NGG 20e di 4 THAI/ ADJACENT 10.6 /NTO E XIST, GL/LAM PGAre. PREDRILL ro Pie v!lv SP/J./TT/AP . ADVISE EMSINEEA OF Ex /5' ING Ct7NGsT/ON WELL,. IN ADVANCE Or NLG. sat NOTES ON .011:5•S NEW PLYWOOD SHTG. EX /5T. RF PANE(. UNIT 5 mow EX/ 5 T, ¢4 P[ A T GLULAM ON TOP ,EX /5T, P/C GONG, PANEL 0 5+-- EXIST. P/4 P /4ASTER &ETPVEEN 5/14, ROOF . 4" HOLE DEPTH FACE' OF Ex /ST, GLULAM PLATE OVERHANG EX TENS /ON A T VERIFY EX /5T 7- l6 d /FT STGRO, Ex/5 P/c CONC, WALL PANELS. ADD 5/MP5ON A 35 CONK. EA. 5/0d 4 HOG X DEPTH 4 EX /5T: 34 "4,2 GLULAM LEDGER EX /5T. P/c CONC. PANEL DE TAIL d 8,9 T YP, • EX /5T. 4 •2x6 FLA7 r 'G /N EA. PANEL UNIT J. TO WALL. ADD 570. EXIST.54x4P2 GLULAM LEDGER r ! "os A., . C' 2 =1o" 0.4. DETAIL /% s / / -O ADD 4- /o /gx6 EA, ROW (,.e, 4NL$ EA 2 "6) 1 ADD /4- .c 41 4 0. PLAT HEAD WOOD SC /4E1fS @ G," e.c.. /N E'A. S x ./57. HANGE2 EX /S1: 5 3 GLUCAAA Pu/2 L / `ADC 2 3 x /2 WALL 70 RP r /ES 24" CTR 3 x UNDER AN EX/5T, 2 AI EXIST. RP PANEL UN /T. `- ADD / -STRAP ANCHOR Ex/57; 601.75 @ EA. 3x, 51M P /CASTER oET WEE N ADD 140 ,EA. ROW 02. 4 NLSEAVA) NEW Pi YWNOOD MEN/ PLYWOOD jROOF EXIST, 4.4 ' FLAT re G /N EACH PANEL ()MT 1 TO WALL, EXIST, 44x4 FLAT GLULAM PLATE ANCHORED TO WALL r✓/ isA.b. g=6* o•G, Exit P/C 0A/C. WAL PAA/5 d i nilrn+ 0 IIni' 11111111,I1111n11 111111111 141111 1111lI11 111/1111 111/1111 fl111111,ii11 M1 Rlli?ilfl ,uitRI1 Iuuig11 1 .,,.n. +z ., n»gT^.naryrtt+w•t"4o^!'^,r v ,s p' :°" ..- _,a s =.�.^.�:. 7,777,7.77,77: .l 8 iRW,JIt A. CONTINUOUS INSPECTION BY AN INSPECTOR ROISTERED WITH THE WILDING DEPARTMENT FOR THE TYPE OF CONSTRUCT I QN I HVOLVBII+ SHALL BE P111QV 1 DED • FOR THE FOLLOWING WORM S. INSTALLATION AND TWINS OF ANCHORS SHALL BE PER CODE APPROVAL REQU 1 REMENT«. C. ALL PLYWOOD AND MANED NAILING SHALR. BE INSPECTED PRIOR TO 1E 1116 COVERED. D. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO cam WITH THE PLANS OR SPECIFICATIONS. ANY DETAIL WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST SE REFERRED TO THE STRUCTURAL. ENGINEER FOR IN- TERPRETATION OR CLARIFICATION. ' 9. Pfati*p4v tnTat THIN ARCHITECT /ENGLHIER WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR CHAFE OF CONSTRUCTION MEANS. METHODS. TECHNIQUES, SIAUENCIES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH T141 WORK, PRIOR TO STARTING NEW CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTINE CONDITIONS AND DIMENSIONS, EXISTING ARCHITECTURAL, MECHANICAL AND ELECTRICAL CONDITIONS ARE NOT SHOWN AND ANY ORIGINAL OR AS -BUILT DRAM1N' $ FURNISHED MAY NOT REFLECT THE EXISTING CO14' STRUCTIOM CONDITIONS AND ARE PROVIDED FOR REFERENCE ONLY. THE ARCHITECT /ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCON- $ISTENC1ES. Co EXISTING CONSTRUCTION'' SUCH AS SLAB -ON- GRADE, SUSPENDED SLAW, WALLS, ETC., MAY CONTAIN EMBEDDED ELECTRICAL CONDUIT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING LOCATION OF AUCH CONDUIT PRIOR TO DEMOLITION, DRILLING OF nous FOR NEW ANCHORS, DOWELS, ETC., AND EXERCISE CARE 8O AS NOT TO ENDANGER WORKMEN OR DAMAGE CONDUIT. 0, IN DRILLING FOR NEW ANCHORS OR DOWELS, ETC., CAKE SHALL BE TAKEN NOT TO CUT EXISTINQ REINFORCING, FILL UNUSED HOLES WITH EPDXY GROUT, E. NO PIPES, DUCTS, OR CONDUITS SHALL BE EMBEDDED IN NEW CONSTRUCTION U fgLESS SO SHOWN ON THE PLANS OR APPROVED BY THE ENGINEER. PROVIDE CLEARANCE AROUND EXISTING HORIZONTAL RUNS OF PIPES, ETC. PASSING THROUGH NEW CONSTRUCTION, F. SEE SPECIFICATIONS AND SUPPLEMENTARY GENERAL CONDITIONS FOR REQUIRE. MEETS RELATED TO MODIFICATIONS OF EXISTING FACILITY PLUMBING, MECHANICAL, SPRINKLER AND ELECTRICAL SYSTEMS WHERE REQUIRED BECAUSE OF THE NEW WORK, 0. EXISTING ROOFING OVER ENTIRE ROOF AREA IS TO BE REMOVED IN ORDER TO ADD NEW PLYWOOD SHEATHING. SEE ROOF PLAN ANO NOTES. ROOFING REPLACE - 4ENT AND DETAILS ARE NOT SHOWN ON THESE DRAWINGS AND ARE TO SE PRO- VVIDED BY THE SAMS CONTRAGTOR UiOER A se PER ATE SPECIFICATION. A. 1. .. DURING PLACIN6 OF ALL STRUCTURAL CONCRETE. DURING PLACEMENT OF DOWELS AND ANCHORS. DURING STRUCTURAL FIELD WELDING. 10. manion NOTES AS BASED ON EXISTING FIELD CONDITIONS, DEMOLITION OR REMOVAL, STORAGE AND REPLACEMENT OP EXISTING CONSTRUCTION NOT SHOWN OR INDICATED ON THESE DRAWINGS MAY BE REQUIRED TO ACCOMPLISH THE NEW CONSTRUCTION. EXAMINE AND VERIFY ALL CONDITIONS IN THE FIELD. ATI •"„ • ' 1 ', • rot**, REMOVE" EX/57. PV/NDO 4' FRAME AND ADD NEW 5H07 CRETE CLOSURE -see NOTES I i " EX/ST. Si T WICK if- AGG. 0 PC CONC. WALL, /PANELS .11111441111 '"f r. ■•••••••1•••• .......11111111•1••." ...011•11101111111. • - •1 140.• "Ng - 5i ON dRA Dr (Aep.) kVA 1.4 e1...e V. t‘, 7 exisr. 75 cos , I/NOE R MEZZ. G4 LJL COLS AE0OVE EZZ. ADD NEW 6 SHOTCRETE t%'444-$E� NOTES 1 0 r -4 - VEY ///11 011 .1,1111,0•11. ••• • ex/sr. r5 COL5. UNDIR Z Z . 641/44.41 C045. 460", MEZZ , r 0.41,11■ •• .• • • a. Mt) mezz. AA, #4 VE ex/s7: fr CO 141 C. Peya 4/ WP (i) 5445 r , GRADE 0 *be ex/sr. r PC CO/VC. c 0 0 0 0 = = exisr EZZ. AREA ABOVE 1 r L J ONC. 54,46 4/ )4 fie AV r"" r LJ L. EX/ST. WOOD to 41 DRY NA 1. C pAder/T/O#V TO1RF. ON 504/TH 510E1 ADD NEW PLYWOOD sh•r4. ro PROVIDE NEW PLYWOOD SHICAA WA41., ro Rt. SEE WALL EL V. POR Dn. 5, 0 . EXIST. PlYWOOD SHEAR WALL TO mEzz, nyn000 srvas 4' PLYWOOD IONE 5/DE GA/4Y 4 DRYWAL 4. :.60TH SIDES. WALL. ELEV. FLOOR PLAN -NORTH PORT/ON c /. 0 r L • C ur•51••• 191119911 0 EX/ST. C04, ,TG. /Nrea RA4 PV/ .54A45- TYR ex/57 , 6 C045. TYR 40 • u EX/5 P c. .- �X/ST. 7' coivc. s4A6 ON GWADE * /2 �M' . 4orr 4' 41 at, 16 E. W. TOP (REF.), -* • • , 7: fi THICK IP AGO. WC. WA. PANEL, 4 4' veva. Rot) X oRCa. TO MEZZ. ' e r I/EA/ TO ROOF , . . P1/4//5H ex/57: P 4 r frY itleii. P404000 00V ORYNA44 6 EX/5'. PLYWO ro M4r.7Z. e 4' Pcyfrvooa YWAL MT '14•14•LL. SHEAR WALL 0 STUDS e 5/05 ONLY e' TH _woes. SHEAR NA 44 AZ W000 .5 roils .t/011 ONLY 4' 5/01.5. ,EX/57. CONC. GRADA dAl5. e cAmi: COGS, IYHEAE OCC SE, 04/ G. 6IDG. Divas. tmlnit 1 IL riktl.tmIttntiOntrbutintl t 1 _ . Art 5. fir ••••• ■•••••• q•••• ••••• E ;111r m e• alone ••••■• allay •■•••• •1•11M •••••• amoral •••••• •••■imi Vint 1. SEE GENERAL NOTES AND CONSTRUCTION NOTES ON SHEET S-1. 2. FON DETAILS OF NEW WALLS, SEE SECTIONS AND DETAILS INDICATED ON REFER- ENCED WALL ELEVATIONS/ 3. EEE SECTION 4/S4 FOR TREATMENT OF EXISTING HORIZONTAL RUNS OP PIPE GOING DIRECTLY THROUGH NEW SNOTCRETE CONCRETE WALLS/ 4. ALL OPENINGS IN ThI NEW WALLS TO BE COORDINATED WITH J/C. PENNY'S FINAL FIXTURE ,FLANS AND J.C. PENNEY'S FIELD REPRESENTATIVE/ NEW SHOTCRETE CONCRETE WALLS TO HAVE A STEEL TROWEL FINISH. PAINT WALLS TO MATCH EXISTING ADJACENT CONSTRUCTION/ PRIOR TO PAINTING OBTAIN APPROVAL OF COLOR SELECTION FROM J.C. PENNEY S FIELD REPRESENTATIVE. /CK 44 PANELS F. 1 r1 0 PART. PL AN B rwM E e; A00 2- ALL 0 Q F, T/E 4' ANCHORS , 2 eo. c, f CTRL). • N P/L A S TER, 5EZ 2 FACE OF EX /5T, P/C PANEL BELOW ADD /d EA. ROW /N SAME 1ac6:S .45 NL6 TO SHEAR WALL PLATE NEPV PLYWOOD SHEAR WALL BELOW EXIST; 4 -2►e' FLAT T 4' G IN EACH PANEL UNIT WITH WALL 5,t 16 OA/ G /Nl TYP.1 E ,SPACES Gs' 8 PLAN % /I O" EX 15 r. 7,, 61.1.11.014 // 4AY5 a 40 *440 0 g EX /ST. GL UL AM /R DER 5 7 TYP, EA. GR/0 LINE. SEE o SLOG, ors/65. Ex/57: 4.2. 4 Ft AT r e G /N EA. PANEL UNIT II WITH GtULAM I -- r _..,�,x /sr, 4AXI VE . RFG 4 /1•1$04., OVER 2,46 PhJl? TBG PAN& OHr41, 5�E 012 /6, &LCCs. OWLS, ADD NEW r, Pt Yi'000 SHTG. OVER ESC /5T. 2x6 FLAT T4' SEE /4107E5 . FOR OTL 5, SEE OTHER OT L5 ON $NT. 5.5, PLR vast 1./1 0.( Eg.) DIRECTLY ROOF DECK. L•� AND NORTH PORT / ON ADD 3 /E,t IO WIDE FULL LEM6 fH ~WOOD F/L L E/d 1 5 BTIVN Ex/5r. w.QclN HANGERS L ocATEO a 6'•e "o.a. AOD NOW TIE CONAI. HOTS: MECH. (00/0 ON Rclof NO?' SHOW NI , SEE Exis? FVE i CONS / TioN5. Ty. Ex/:sr. PLYWOOD SHEAR WALL 40560W EX /sr 41.,/3 GEUGAP/ PWIL /N. EE RP PLAN FOR L0CArioN PART. 3 O.H. E'4 AN 1 NOUS. 1. SEE GENERAL NOTES AND CONSTRUCTION NOTES ON SHEET S -1. 2, REMOVE EXISTING GRAVEL, ROOFIR!G, INSULATION, CANTS, ETC. FROM ENTIRE ROOF AREA. FOR ROOF SLOPES, CANTS, VENTS, FANS, EQUIPMENT MOUNTING ETC. $EE ORIGINAL BUILDING DRAWINGS AND ACTUAL FIELD CONDITIONS, 3. VER ENTIRIt ROOF AREA DIRECTLY OVER EXl$TING IVEL°2 FOR LAVOUT PATTERN AND NAILING, SEE ROOF 4. ROOFING REPLACEMENT AND DETAILS ARE NOT SHOWN ON THESE DRAWINGS. SEE CONSTRUCTION NOTES ON SHEET S -1. /3 TI/M A C ADD 2 -WA TO R/: T /E 4ANGHQQ5 c 24 "o.c. GTJO, ON PILASTER SEE 4 DT A C p EI - .;O - 9 s YOAL• 11 5 NOTED JO® NO. 850 35 -oI ONSET ONAWN Ft CM•CK •O `.rrasmttMb11R/ML1AMr 1.0. }Nt.s•z *.' ' CM Ien c +!cZrtiex- l trr*,. ->.5!- _.^e t t t lrnll u!H ? !IIIIIIII IIIIIIlIhi111IlIIL111111I11 1!111111! 11111111! IIIIIIIII Ifl1111g11lI!1111I 111!1!111 111 II IIIIIII iC111fi • ...�r•��a�G'�'M - .... ... � - :..... .:. . "r. °°'""',�"° cex ' sex+'* mr:^ Matx++ a. 5 Z u 5 G! 40"-es 440! asvro re* a/d 1-- D 0 U1 2 J 0 0 •MEET •MEET• DRAWN R. M. _ CMECKEf3 OAT - 3 E 0 -85 scP SEE EPGe OP EX /ST, Wool) 5HTG. MATCH 4.1NE 4 B - TW (Q) ( ®S AO1 ?• ,4L4. TO AF, T/E a ANCHORS Q CTRL), ON P/l A 5TER WILIMIRIIIIIIMMIVCIPOINISI NO. INA. WITS• 1 FACE OA EX157, P/C PANEL.----____ BELOW 3 3 a T 3 3 e 294 E CHOR f EX/5T VERT. ROD X 6/2GG,f /3ELOrvV NOTE: ADD NE 2 a PLY I'000 5H7G, FOR D E TA /L S 5 E ivoRrH P ORT / OA/ OH 5 1 7. 6 5 4 %X/61 a ON L /NE 7'YP. EX /5T, GL LAM 6 /RDER5. rYP, EA. 16R /O L /NE, / N / 1 O N /G EX/ 6T AI, ROOF PLAN - 50 U Th% PORT/ON 13 GLU AM P 6.IE3 O Q T YP, CM .w l IIIIIIIII 1111111!! IIIIIIIII IIIIIIIII IHIIII I IIIIIIIII IIIIIIIII IlIllilll IIIII111! IIIIIIIII IIIIIII4 IIIIIIUI 1 nllliltt StRll /il tl111111 EXIST, VERT. ROO X 8RC6 4361.0N/ ADD NEW WALL ANCHOR Ar EACH PURL /11/41 C•a' g =Q o.e, AT 4/NE 0 5 ( /G4 ON I IHE BOrwEEN LINES 1N$/DE P4Ce OF P/c P 1 NEG. 4'4 4R EX /5T. W000 S /LT FACE OF EX15T, P/ C PAANEL. beco N f3 T/YN, ® 4'O ADD 2 • WALL 70 RP. TIE4, ANCHORS Gam' 14 4 C.C. CToeo ON PILASTER 5TE L _ EDGE OF EXIST, WOOD SHTCa. ! NOTE5: 1. SEE "10rE5 O/V 5Hr, 5 -3, i 1 1 { s '+F+4k�el: j ( OVERHANG EXTENSION A tO EXTERIOR PILASTER PRoJECr/oN BELOW NOT SHOWN- TYP. EO6E OF EXIST. GLULAM PLATE /. ELOW EXIST. 44 *BB5 FLAT GLULAM PLATE ON TOP of ANO ANCHORED TO P/C PA NED EX /5T. P/C C ONC. PANEL --- --- BELO FILL. OVERHANG EXTENSION PAST 1 i I GLULAM PLATE I 1 1 W /PL YW00D I _'Y FOR ADDED WALL TO RF TIES NOT SHOWN SEE RF PLAN P/G CONCRETE PANEL ,:FLOW Ex/5r. 4 xs8 FLAT £4: VL A M PLATE ON TOP OF AND ANCHORED TO PM PANEL.- D NOTE: FOR 07'43. NOT NOTED SEF S . 5 PART /AL PLAN DETAIL r 2 " 2 / 1, 0 °. '►i 1 R1iM711/IOIONLLIbolosipi! '40. IgAJOR4$ '", Aft 1 /% 8 (065 OP EXIST. GUJ 4 4M PLATE /3ELovi • 0 1 r 2'- EX /5T. PURL /N 8EL OW NOTE FOR OTL 5. NOT NOTE° $,EE EX /ST. 44x63 FLAT GLULAM PLATE ON TOP OA AND ANCHOR4 - 47 72' P/C PANEL, eA, T/AL PLAN DETAIL I /z' 'I' o- "EXIST. I PURL /N ,BELOW 5 -5 ( frILl. OVERHANG EXTENS /ON PAST GLULAM PLATE PLYWOOO. • EXIST. � 4. 2x6 FLAT 7:66. IN EA. PANEL UNIT TYP, EX/57. P/C CONC. PANEL BELOW 1� co --5EE 7' YP, PLAN DET. 4 TRIM I (0 5HEET TO it [)F ,4 2xa /N A PANEL t' nr WIDTH OF Ex/gT, PANEL UNITS. UNIT LENGTHS ARE UNKNOWN .8117 ARE /ND /CA TED A5 STGRD ON OR/G. DING S - TYP. EX /ST. 4.2x4 - PLAT TeG IN EA. PANEL UNIT-Ty'? 4 4 `. VP 1 1 EXIST. P/C CONCRETE lei(I S 7: EDGE PANEL„ PANEL I ELoW i'V /DTH UNKNOWN OF AN EXIST. 2' IN 4/V EX/ST PANEL UN /T E,' EQGE OF NEW PLYWOOD SHEET AT PLYWOOD Jr. l CM IIIII 111111111 11111111! 111111111 0. 0. 0 TYP. PART/AL PLAN DETA /L 1 Inillm Inelnn MI6 EDGE NLG, 2401/4)(4, //2„ z /tom Ik Air _ .._. _ 4 _ 11111111 11111111 1111111111111111111 111111111 4 O" TYP. O N 2 1 • • EwGe /VLG. /0 do 3 11 11 II -t ' +. -- -- -- 11 I1 11 Y !. 4 • 1.1 NOTE: 'OA 071.5, NOT Nor O SEE 4111 .1.011. 4 4 411. 411 flIMM/11•1 PAR r' /AL, PLAN . 057A/ I. IIIIIII!I.IIIIII111 Inllllii i ss: ADO NEW 4A a P4 Y,W000 SHEETS TRIMMED .45 SHO/VN. NLG; EDGES /Od: -.4 MAX. SPCC. /NTERM. /0d c' 12 oNORY SEE SEC % OF Exist: 2,44 /N AN / FX/ST PANEL UNIT 6' EAR OF NEW Pt rW000 SHEET AT P,G YW0o0 17: • M % M /N. E ©GE D /STANCE' - TYP Kik 1 1 .0 " mosloo MOW.. .... 44 _ 1 s•s -rA /M PLYWOOD SHEET TO 7'/0i N w PLACED C -C OF AN EX /ST. 2x4 /N AN Ex /5T, PANE4 UNIT - TY# FIELD VERIFY DIMENSIONS SEE NOTES. /NTERM. NLG LINES APPROX. ' ?/N t O.C. IN PLYWOOD SHEET, NA/4 TO EX157: 2xG APP/ OX, AT MID PV /OTH, ---FOR A DD E.0 IVA.L.L To RP r /ES AT P/L -ASTER N ©r Sf /OWN SEE RF PAN L,.- o ott g 46 r e 1 7vg iv 4' Cur W PLYWOOD SHEETS 1 TO Pa ENO SPACE. PLYWOOD Jr A r ¢ Ole 2 EV(/ST. 8" Ave PA NEL PARAPET SEE ,BLDG. D/MEN S /0N5 ANO NOTES 0Pp. HANG O 4- g044 !"CS 4 NMI 1. frT VJ1 s of l l pll H- SOUTH RET I 1�8ll it out or tot Mi 1.O, IE! ON PLAN MARL 3, on 0 1 cm ! �11. kw CENIfI<.I T8 FRON Y f. PLYWOOD NAM 8 ' N AR'1'EO uiito /N T AT POLK CORN N$ OP 61.04 WeaK044 ?SWARDS 040 FILIERS M` GEli77R or i I.OLb. EA/ PANEL UNIT .5 oN 3 « I /1.o" PLYII000 Jr- Ex/sr T EX /ST. PAPER SW ACED SECT /ON 5-5 PANG Jr WIDTH VARIES NE p! PLYWOOD 5HTG EX /5 T. 'x PANEL. UN /TS PLYWOOD EDGE NLG ro OE LOCATED IN SAME EXIST. 2044. astir') roR a /D 9- 9. RS Ole Z 0 DRAWN R.M CHEcKeD JOE NO. 8S035. 01 SHUT e DA TE $- 3 0 -8s BCALt A 5 NOTED SHEETS 1 -'41C4 4154;t0. EX /57. 3 ' HR. CONC. 54,44 01 /4x4 - /0 /10 w/V1c OVER FORM DECK. SEC / ON 1 * .0 Nora': L'XI5r. PARAI.I.Z4. $T6. JST5 F'RM•'3. ErW. WaIS AND PER PENOICUGAR 6g/P6/A/0 NOT SMOh/N. -- WALL ELEVAT /OA/ AT L /NE 90 ° NK. € TOP EX /ST, STL. FORM DECK R //3S 28 4H 06 srl. JETS. G3 :. O "o . c. (REF.) 0/ x. 8 BOLT /N HILT / HD! ANCHOR Q 5 ~ 0.4. LOCATE ANCHORS AT R/P>S. /OPENING FOR DUCT IF l QGCC/R5. DUCT LOCAY /ON /N CE/4/No AREA UNKNOWN. MAX. S/ZE PRRM /TTEW 01c18" CONSULT WITH ENGINEER /F LARGER Size /5 R:EQsI /RE ; 5EC T/ OA/ 1/4f1 //. o " EX /ST. PLASTdQ ,90ARO GGG. roc) OF FTC9. APO I- T Yp NOTE: 2EMOVE A GL EX/5 T. WOOD NA /LEAS P/zoM CU/26. CHIP OUT Top PoR 7V oN OF Ct f3 4 S REQ'D, PRO V /OE / "Mill. STYROFOAM ENCA SEMEN T ARO UNA EX/5r ,0 /PE ©R CONOC// T WHERE Occ t/R S THRU NALL ,. TYP. ADD R4 c$/2 oWL 5 ii OR/LC 4 SET IN ,EPDXY aRouT T.O.C. / fr , SEC Ti ON eir^# 1+. uraii' s* i? 41f9iik4 +� �w u .._ - .. .. t!!!1110011111111 MIMI! !!111!!11 !U!l!Il1111111111 Ii111111! ; ,iItu nii111H 111111I!IJ 1111R!! i A 00 '�� CR /2 PLAN SECTION T O.C. MZ Z Z. LEVEL T.O.G. /£I' FLR. 111 1. Age NNOTNr& ON SHEET 5.4. 2.- ALL NEW CONCRETE WALLS SHALL. DE II I NFORCE» WITH TYPICAL oelmroncomme AS SHOWN. PLACE VERTICAL. SANS ON WAU. CSR LINE, "FOR SPECIA:. REINFORWINS AT QPI:NINU, SEII WALL ELEVATIONS. 3. ALL WALL RE I NFORCEMNT HS MN$RQ SHOWN SHALL. SE A 6" LONG 90' HOOK UNLESS NOTED CR SHOWN OT I SE. 6. N.I. REINFORCING TO EE FULL LEWIN LIARS AS SHOWN UNLESS NOTED OTHERWISC S. SPECIAL *41 NFO.RC I$4 AMMO OPENINGS Is NOT REC11f P D bows sus or *LOW SSE 5 IISUCH TO AVOID I iNR ATIINTTEERFERENC INTERRUPTED. BARS MAY c OFF.. 6. At,.t, WALL ' OPEN I N$ SIZES AND LOCATIONS TO SO VERIFIED IN FIELD. ISS LIED roe 9:0 0. 9 •.0E SCAT f A S PJOTED JON NO. 86035 -01 • ,-. PAC GONG. PANEL. 9i CO //C. P /LASTOR (RE/ -) i r • . - 11 - r i 11 I ! 1fltlrlR a 1 ► 1 ! 1 i it ;I 11 I I 11 11 I 11 11 I I 1 J 1 11 1 1 11 11 11 11 11 11 11 I1 NI ' w 1'PLY1iIV00 rA. it/AI cH 1EX/ I 441►A7')NS•1ITYI 1 ) 1 1 1I 11 11 1 1 11 ' ,/rsi ; 1 T. sii•uo 11 1 ,1 I I I 11 11 11 1 I 1 I U 1 11 I 1 1 I 11 I I II 1 11 II I I I , ! 1 I I 1 I 1 11 1 I I 1 1 tT I l 13 Ij I I 1 I I IL 1 1 1 40 PL wod -4 P (/oT I �sL t I i I I 1 'I I 1 I I ll LAM s ice Iti otr roc, 11 11 1 1 I I 11 11 JL IL Il EE 141101 it EG I! 1 ftO D 1 (P 1' r ' IIR OV .,/0/M P' s - 11 I I I I I I rYd1 iI , I I I 1 3 tfr p �I 11 Il ( II 1 1 I ! 11 I ! 11 ! it I! 11 11 I1 !i 1 1 I , - 1 — IT •T I ff — • — 11 ot 1 I Ili_ iI I 11 II 11 II I I II !I II II IL_ IL _ 11... ° J. 1.l 11 1 • I I I I II 31 I I 11 11 3 1 1, I I l j ! 3 1 1 II 31 11 1 1 1 11 11 • 11 I 1 I3 I 11 11 1, 4 1 NEW PLYWOOD OVER DRYWALL 5EE PLAN W444. EC E V. �' 'O 'VOTES grauorgeinftempiwo $o IAA,.u*4.w, CON T/14. CONC, FT G. SECT/ON / " Y /,.OF/ .41r . 4. w. ' ..M. .. trne)la,r.M.1 ri V xIN• nf••■ ururia aJ4M .m • •\.. r•.•.. r/ 4 i 1 . i4 FN.. • EX /57. .0 /C CONC. l�'ANEL •"' • 'v. • • ft' e 2 EXIST, 574/05 —EX/57; DRYWALL ro REMAIN /N PLACE ADD WASHER Exi51: 6404AM 7 ?` j EX/57: DRYWALL REMOVE ONLY A5 REQUIRED ro /N5rA44 NEN ANCHOR5 AND REPLACE. 5EE mores. HOLE DEPTH EXIST. 57U© ADD ‚ 9 7 6 G RED HEAD STUD ANC1/OR 5 e 2 e o .G, • ADD .4 x 7 LG. QED HE.14D 571)0 AA/CHO/ S 42 14 ADD WASHED MiES....7" ION if" = /'o" TYP. NEW PLYWOOD SHTG. (ROOF CTRO OA/ rL UL AM 60. NEW PLYWOOD OVER Etc' /ST. DRYWALL.. P,EN'ty TO FACE OF UC.AM AS ,QEQ'O, EX/577 DRYWALL REMOVE OA/LY AS REQU /REU 7D /A/ 5T 4 LL A/EN/ ANCHORS ANA REPLACE. 5EE NOTE EX /5T. O/ YWAL4. E./57. STUDS NEN PLYWOOD OVER DRY /BALL /NTER M NLG 8Tw"/ . J T$. WALL SEC 7/ON ELEVA T /O/'`✓ AT L /NE' 1/4 „_ /, Off ADO ?Od C? 4 EA. ROW 57G120. .400 P YW00D F/1.4. ER 5 /M, ex /sr P'La. 5LAa 5.7 C I 1 1111 II IIIIIIIII EX /Sr 2,(6 STUD EX/ 5T GLUL AM PURL /AI EXIST. PYR L /N HANrER N ,.s____ `L:xi5r. 7x 644/4AM Ex/ ST. ?xG TOP / OR /3L KC, EX /57: OQYWALL ' /ST, 5r005 '2 • / DETA/ ! 01. /`d 4 1 ,, ADD NEW Q P4Y14/DO9 SHTG. OVER Ex 157, ORYRVALL AND WOOD SW° PAR T / T /ON, NLG: EDGES �' BNORY SEE. SECT/ON5 e DETA /LS //V TERM /od e /2 v.A/.O, \ 5 "HOLt DePtAt EXIST. 64U4AM '70419 EX /5T. 2 x6 Snip ADD PLYWOOD P/L LER STAY? ADO Vx I4'' W /DE PLYWOOD 5P4/C5 STIt /P CT/20 ON COLUMN W li/H U t No PLYWOOD Jr OCCURS AT HALOOWN ANCHOR. WALL snip , SEE WALL EL EV. HO-2 HOLOOI'V N .5 /MPSON CONNtc rOR G ENTER ED GN sruo THREADED 5 4 "x 12 T/E©OwN ROD (A501) Ex/ 57: 2x4 SILL le /'2 " \ --Ex GLUGAM COL.. De/td. 4 SET /N E Y 6Rour /ill COAX A$ AA! A 4 T. U 5E H /L,. 'T/ HVA AONE5ivE old MOLLY RA e' 60140 641° SCARES W /PitOP& ce PREPARSO ROo• , VHER a D /ME"M SION EXC(DS 4 TURN PcYWAUO e't V? TO fIT- TYP. Ex /Sr OR YWALL / ?dC:2!? OVER p *RYWAL PLAN SECT /01V PZAT HEAD WOOD SCREWS 41/ swo.c. sroos NEW PLYWOOD ...:... "Zr--.. trx/5T. 6404A A4 FOR MIN. N46. 47 HO4DOWN ANCHOR 57005 516 SeCTION 43 twin 111t1pit /ode 4 9S4 P4YW000 OVER ORYNA 44, Ex/57: DRY WAL4 81,1t6 sh TO VeRT swim L SEE NOTE AT WALL ON SHEET S-2, PLY WOOD • ex/sr 641.144/11 COG. at 6LULAM C045 4 17 OCCURS A T H0400WA/ 40 ANCHOR 1.4 IVA4t. STUD 41 2 g 4190 1.10400W N ANC /4012 DRYWALL ALONG BOTTOM AtiD CP THE HALL ADJACENT TO THE CONCRETE PILASTER AT GRID LINE ONLY AS REQUIRED TO PLACE NEW FLOOR AND WALL ANCHORS AS SHOWN. REPLACE DRYWALL want ROMOiED AND ADD NEW PLYWOOD SHEATHING OVER THE FACE OF THE WALL. . ALL' PLYWOOD NAILING FOR THIS WALL TO BE STANDARD LENGTH NAILS IN ORDER TO EXTEND THRU EXISTING DRYWALL AND HAVE REQUIRED CODE PENE— TRATION INTO WALL STUDS OR PLATES. EX/57: DRYWALL. PLYINOOD SHEATHING PLAN SECTION i k Ik t EA. 5/06 Ofie • vv/em6EDAlaWr /iv STUD JONI NO.