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10050131CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 6 INFINITE LOOP FLR 2 CONTRACTOR: SOUTH BAY PERMIT NO: 10050131 CONSTRUCTION CO INC OWNER'S NAME: APPLE INC 1 170 KNOWLES DR I DATE ISSUED: 06/03/2010 1 OWNER'S PHONE: 4083795500 1 LOS GATOS, CA 95032 1 PHONE NO: (408)379-5500 1 ❑ LICENSED CONTRACTOR'S DECLARATION License Clas GLL Lic. 4 / Contracto�0(� TA 32 V Date ( I hereby affirm that I am licensed under the provisi ns o Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which th' zrl permit is issued. _rl APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature �Z Date C/ ❑ OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three declarations: I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. JOB DESCRIPTION: RESIDENTIAL a COMMERCIAL COMM'L TI DEMO TWO(2)OFCS,BLD NEW WALL, INFILL TWO(2) DOOR OPENING, INSTALL SIX(6) OUTLETS, ONE(1) FLOOR BOX, TWO(2)HEAT PUMPS.PATCH & REPAIR Sq. Ft Floor Area: I Valuation: $70000 APN Number: 31602110.FLR2 I Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued b_y%T/�i<'� `=� Date: RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the rtino unicipal Code, Chapter 9.12 and the Health & Safety Code, Secti 505, 5 4. Owner or authorized agent: Date: CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's Address ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional Signature. Date rage 1/ of 14 t5H-1917 CiJ TABLE 11—KB-TZ CARBON STEEL ALLOWABLE TENSION AND SHEAR LOADS (ASD), INSTALLED INTO THE UNDERSIDE OF A STRUCTURAL SAND LIGHTWEIGHT CONCRETE OVER METAL DECK SLAB (pounds)' 2,3 NOMINAL ANCHOR DIAMETER EMBEDMENT DEPTH, hef (inches) TENSION SEISMIC TENSION NONSEISMICS SHEAR SE.ISMIC4 SHEAR NONSEISMICS 3/8 2 709 743 944 989 1 /2 2 709 743 1,330 1,393 1 /2 3-1/4 1,272 1,333 2,192 2,296 5/8 3-1/8 971 1,017 2,039 2,136 5/8 4 2,255 2,3 2,677 2,804 For SI: 1 plf = 4.45 N, 1 inch=25.4 mm. 'Pullout strength values Np,deq, are for anchors installed in structural sand lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation. See Table 3. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strengths may be adjusted for other lightweight concrete compressive strengths in accordance with Section 4.1.5 using the following reduction equation: Np,deck,rc = Np.deak /' (lb, psi)* L2,500 Np,deCk,fc = Np.deCk /(N, MPa)' 17.2 'This equation can be used for structural sand lightweight concrete compressive strengths between 2,500 psi and 4,000 psi (17 MPa and 28 MPa). 2Minimum anchor spacing along the flute shall be the greater of 3.Oher or 1.5 times the flute width in accordance with Section 4.1.4. 3Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction. See Figure 5. 4Aloowable seismic tension and shear loads are calculated by multiplying Np,d.& and Vs,deak by the strength reduction m factor of 0.65, the seismic reduction 0 factor of 0.75 according to ACI 318 D3.3.3, and the dividing by an a of 1.1 in accordance with Section 4.2.1. SAllowable nonseismic tension and shear loads are calculated by multiplying Np,depk and Vs,deck by the strength reduction (D factor of 0.65 and dividing by an of of 1.4 in accordance with Section 4.2.1. Allowable nonseismic loads are calculated assuming the lightweight concrete over metal deck is cracked. -Page 13 of 14 ESR-1917 J Q � U za (V ¢ W C7 `:'...MIN.::••:. r.:'•:RM::r .NO •ND�.' . 2 0 AL ORS A 3,000 PSI U ¢z LIGHTWEIGHT CONCTE RETE _ z Qz M '`;:• UPPER Q I `';'::';•::�::}.:�' FLUTE (VALLEY) MIN. 20 GAUGE STEEL W-DECK MINA 1/2 I MIN. 4-1/2" I I MIN, 12" TYP. I LOWER --� +--- MAX. 1" I FLUTE (RIDGE) OFFSET, TYP. FIGURE 5—INSTALLATION IN THE SOFFIT OF CONCRETE OVER METAL DECK FLOOR AND ROOF ASSEMBLIES Jun 01 10 11:30a Gabi > 510 834 3777 p.1 111102 qW7 - TO: ; q� , COMPANY: FAX FROM: DEPARTMENT: ;�Z _f Call (510) 835 - 3142 If Difficulties Occur "Testing .Engineers, Inc. Fax No. (540) 834 - 3777 The information contained in flee attached transmittal is con.. i.dential and intended only for the person(s) indicated. if you received this transmittal in error please contact the sender. Q9s�: a c6 - Number of Pages Including Cover Sheet: Hard Copy to Foflovi Se nit By: , Corporate Office - 281 1 Teaearden, San Leandro, California 94577 - (510) 835-3142 Fax (510) 834-3777 Souih/Wcsi Bay --1430 Koll Circle; Unit 102, San lose, California 95112 - (408) 451-2420 l astl;\lonh - 927 Arnold ]give, Ray 4 - Martinez, Califomia 94553 - (925) 370-7000 Jun 01 10 11:30a Gabi LUPE1 P'. SJ- 510 834 3777 p.2 +408-M-T480 T-T55 P.001/00-1 F-366 10300. Ton Avenue Cvperlino. CW�'rxrnia 95014 Telepho,w: (408) 777-3228 Ft (403) 777-33333 CO!,LBfLrAW7,DEYFLOPMVn7BUZD PNOD.U=oAr RPARI ]G 'DE "A/ , :ENr"7 Nai- e!A Date, e 'c t , r"", 1": X . _5 S.: Permit 4: E:, To pan'.a.i.4 qjolic.zi- Special Inspection and/or TesCing per UBC Secti®n 1701- 7 Gvimcr, Gememl Coat=tor, Projea ArchztecUBugwt= BEF OTUE, -PUZU 17 S;Si and j:tL,,- tiI-qel uixod spwial kispections, tnes g aad wnditiow insj..'),action Ditri_�dO23, a pre —construction GCMfex=cO wit the Pard-c's, byv o MWi wih b t' hu,; t u I-eiv, ir,�nx'flh tt sprx-rialin-Vection. requirertctas and PTO Cedum. 4--nd t,-stia-,3r sli�aJl. ruoet the mnimum iequir=cuts of UBC 1701. Thefollow-tugg C'. iyr wtification to !be Special TnTector or Acgency regarding ir_&iVidud C aA=d Schedule andnoted an the City approvedpla-,s. Aderp:ate nov.Ct, aJhjndl be iyroVided so. !be Special Inspector has tiric, to brae f=dhzr the L J4on iob fbx, I iaspp c�d !A_.*� , F-11 "nfl �1','hlxdt !�S ClUA ulcafions to the City and is'subjczt to S_ I Inspectors sbaU dis*y an approved idmdfiCadon "', sdg.v 1M., 0 _e, - f lic _ - Ir th_, ct x.1 of a qpecial inspector or upon request, and must have a valid an' of thi., Species laspwtor LTt-- A. Obsc-,x -v. c -1. lhktq,�� -far 001iforri"we with the Cliff' VQ APPRO(stamped) design sn�.ezifi= cmiz and w1kable wofIcynmnhip provirdons ofthe U13,C. N'O,— . maybe used only as m aid to inspection. k r, t® thG immodiate attaadon of the contmclor and nof� i,LZ y auxl .1" 4)_ if zuay such item is not mso Ived in a timely =k= er, or is � to be 7 jr", ", - ,, ;: I h - Eng M L -. wo.,0k, noddy Building baspwfion Division'and 1e Project - jap,—_ Arg,-1 408-777-3228,orinperson. Pr.rW co Awyckd PBPar Jun 01 10 11:31a Gabi 510 834 3777 p.3 T; N' +408-379-7480 T-7155 P-,MA 0 F -33 6 6 Special -1, 7.- T10- of trcq-s ard I —ITC:c4ons directly to the DuEding ectib-n Divisioz, Theserepm; are to ia--lade the ETC. aadtest madewith applicable IGGaiims bl= itf,-Ms I.J. nf g I'M Tx'mz-coTif0=11:iq0,, items warc resolved or indicate =m1hcd if -,"Ms as -11i:h-oiized by Aruhite� agin=, aad Bid1ding hispecCioa, ol !,cluded in wu--wnf6rm=e item 111-quaMed sp�al mflon pmsamef titre on. th- job, ho Sur, -,c.- e ;1:111,0i. r-�J- ppzaLt Lir -des., qnality of work pezfbimed.zad tbz various oas LET` sta�ag c i J- A C0,1%0.11TTION bo,the Building Easp6ctmj Divi-sion dge, all ht�ms requirmg spec i e on ai tes Q -3 �KIEI C W m-p cti 3,d trng'-xora d -tupovted in conformance with 1he appmved desigti dravirLings, n wed c rovisior- i1a7rge or&---r and the applicable Wc)2=anship p s Of uhc olved it=s or my discrepancies in bas?=60"'. -RU'S unrc-,; 'periodie inspecdons pmfoxmied when "condnw,:&" &Ms, qL&cd, -Ix.) shall be specially itemized iii this =oit e i 7, LPN GCX� & Z. j 1, 1 3.P, V VT UE, T1 ONTshaU b e s iped by f1hr. Lie ms (-,d Re qu. ed EaL4D�r 3Ai��umcy- afrmord, 4., .1 - I- comp!,Ae, an-d sig�the Special IT a & lVection Record of each -ys nrl" 1V 4ng spec:don In �jdz,,i` handviaiLtmrmortinafbmi-a� acccptableto the Bid1di aibe- ni--actorforre-,dowbytbzBuKding D-epartm-nni.s 011 L0 I IUZ� —1-1. &-Aly repor shag be nurTtem 3C above. -non, a - d d ;pecial inspec on, %hall 5. L he penlormance of a, d b- CRY appMVal is =qWICd Or to P Of ad Pn Wr sh-a-I'l-notil-Y 4087777-3228, 24 hyours in advance for eachdzy KUQUS� B M 6. CONTIN -Aq,1S 'N kf- 7 T J -N -12 ,R-A �REA AT ALL UMES OB SERVINC C j RkISPE I TOK Penodic inspections may be appToved by tL lAivi.,,ifon. �,.md, if approvet4 shall be noted on the SPECIAL INSPECTION 7, of racbrd tmsport and brst nudmials e-donftg�ry of record shall provide special inspectuns. ]hd.Qp,n-wk,ra ay b a t -,,z 7trovt--Uby the BuR ding Insptz6on Divisi on pee Item 2 21/3 R ' ed 6111/04 510 84 3777 lo f P.4 pF -b-"qq, 'UNT B8 ISST-T 'Me Simi -A- . -y ED d I)We=r oi 6ca�, �ajj P. ""'I COYLPLETION' p it v y A LT = 3E abo e, dir=d to the Bit I'll., I , Ill. -.1,'EC -1 C2 -IEDUT - ' S - ECI I I I -WD TAL IN P 7 ON " A! D TE D2,TG S Cl --F, SP NT S ECIA -CORD, and SPECU�L 3NSPEC-71-IONI .... ..... 3/3 ta�ised, 6/11104 !2p�man � ,Vf LE COAAPUS SDOTR bAy C-1 S6 �1-0-111 ro-a ktt I L"o "9.1 Jun bi 10 11:32a Gabi 510 834 3777 P.5 +408-279-7480 T-755 P.0041/007 F-166 10300 Ten-reAAmue Cqm,lino, Ccdxfor,-,L, 9501-f T*phome: (408) 777-32207 FAA' (408) 777-3333 COWV=,DEYELOFMFN71BL7ZrDIYG _011MON BUTILDING DEPARTMENT Project Title ENSPECTION AND TESMIG 0 Ownpr 0 r. -T,; of r-- q. C, J,al i r. n?m tr testinn g pL-r Chaptez 17 of the 199 8 Cahfornia B Lffl Chia g C_'o-de, p] Case achowlwdg` -and rc,oar, BF-SCRE AIP], fl., (,�kil! Ov,,rnmr, oT Us m-prmentnEve, cm the advice of the m2pn=-blu Rrq.jc.tr� Emgine-_ror,A. Amt sin,11 the allachad, form "Struct=1 Test and kspectimi Schedmk.,, to tha avc! His zeucnd ;-- DO azu:: ;,,h= AkopEc-A-Ze., shall also ac1mow]cdgc the following o=diticus 6y0ec-m-1 ksmoaiw_ awl"m 1. con tradm, -is p4z. notdx�aimia to fixe Imq=tinv cw Testing agrnc�r for -ed-- Q. Itmis list 2. OuIv 4610' em siaculd cl-- m=1 and taaqcrrt tlh= to their Iabwdt=y. Copies Of Z, X".6 n1l"Ticutions am to bee sent dirwfly to tl= City by the Tmting a&=Cy. 4, hisp-chon.agero-lu-� I ruil r, a mz,6CUAAC_-tims of on -site special msp=tm tD the 131nId=g DLT, aoawtat rac S. The 3-pecia t is r `:be -nd is to the Building MW. AR kspec6on wammms mdfw vrobICITIF, ml vx,- to bc brmigbt to his altmtion immediatcly. 6. fgm-,.J •-,ail, ar, a zni,� .Yl =-, to pravide wee4y rqormta this departm=t of all i:150-c-stion pe- tLoa ar tmang J, is' hc U) ievimv CiLyzp=,vedpI= far additianal im U A PEJ ' CAN .CAE ISSU E}_ SUED- The im?=dpn agency shall submit I, sUUI=Umn_II zli dAkIU.'s _g and im7pection have be=,faIMed and repoxted. Thosc itcms 110t aud"Or .p-riad :hall be -noied in thi-s statmemt. Copy of statemeni is to 'be mziutainedat the job site fon (--i-W's 11,"Ald"bag.l., ectxx'srevimiv plior to final inspecIdons. . ......... Akd / ..... ..... Contnamor�7_s 34-paalre ALL FARMS CONCERNED (MY Plate LI=k Engin='s SIAn=e Frnnd CO Pwewrad Jun 01 10 11:33a Gabi 01 -2 0'1 G 09 ; . Of. rGAY 510 834 3777 P.6 +409-379-74800 T-755 P 0051/007 F-3G6 U P E 11. ?"N' ........ Cupertino, Caj�(onzia 9501.4 T�-Jephone: (08) 777-3229 1:4x-. (408) 777-$333 COAOJUN=DEVRLOP%f ENTIBYUMOV67 DIVMOY SIT-IR", TTZSTS,,�UiD LNI SIFIE =ONS SC MIEDULM pmni,' t ht Owum- , on the. advice., Of the ArF--7D cbjteCtOfgjU=, SWI Complete ,I.( . Eng (),TkiiOL Su` ig== &'Uhic ,_,,-U tk -n am ed above —ems be= engagcd to peTF33-m -ertmumnI znd -JUI.Speotim'Is. ch-ediced below, to satLqfy all applicable portions ofer,-- ?37-aldivg Code, P-H;or tzi is-amnz�t; OCZ-xpamny pe-mit, the inspwdon Agency shzB submit a slatcm=1 chnA all iv=s IL2x. "venc rej,:Ort,-d- A-Uy items Q12=ked, but acrt test or inspected, win Tpp- -c-LotcA and explained, Whaaavei- ary 4C dealt ,_ -,r J,N,al � ;�m, S C., ra tka 5 list are re,,sdy Zlbr smnpbng, tastmg or insp octm, it shall I b e the I.L-,acly zaoVice to the I4spectipn Agency so that the requirml. aen, 1cW ra y be pnofotmod- Fie-ld -Wall Fiisms) Ai^ STRUM-RAL STD.: — Sam& & T=t gist sp=ffiiimcmI-- "t--Ivw) ... ... ......... .mop Idmt6aation 9-- Weldiag 7 np=,6qn Shop lllftRamie Tym�fim .Shop Radio Fiew W�Wj33g hLsvmdoa Field bolting Insp=d= .Field Ultra—wmir. lme Me& D=k Wcldffiv -b-Lsp-tx— IMMATING CONOZETE- SaMle & Te!= Unk Weighs Jun 01 10 11:34a Gabi LA I sl-,�.hcdlhak- mn- g kis'pec an ho—pection oft-lar-c-11 510 834 3777 P.? T-755 P 006/001; F-36S 't FJR-IH"ROOFW,C-r Insp =16rm of ?Iac=nIt D mf4ity T,--ts tlicica=ss Tmts Masp= Satchir)z FILL MATERLA Acc�t= Te= MoLqm-c-D=sityDM=hMd(M Field Density ROOFNG. Im-pection of Pla=mm3t 5auq31e &. Test SMUCTORAT, WOOD- offabidcaticua Imp=timof=ssJoist Fabricadon Sarmle & Test Co�adz Impaction of Glu Lam FabricaEm Shwr Diapbmgm TSM! & RqS-?ECI1C)NS 2/2 Raviscd. G+/ 11104 Jun 01 10 11:35a Gabi 510 834 3777 p.8 MON TESTING ENGIN �E�S,II�T� a Recommendations to Assist in the Trouble Free Completion of Your C raiect 1. Before scheduling inspections please fill out, sign and return the enclosed Information/Authorization Form. Also, please attach the city approved Special Inspection and "testing Schedule and a copy of the permit, if available. Without the returned In ormation/Authorizaeion Fermis reports cannot be processed and sent to the city, resulting in possible delays to your project. 2. Testing Engineers issues reports for a project based on its permit number. On a project with multiple permits we need to track the work performed for each one. Let us know of all permits issued for your project. If revised permits are obtained, inform our office and our inspector at the work site immediately. Failure to do so will result in inaccurate progress reports, Final Report delays, and the possibility that we may not be able to include the revised permit number on the Final Report. 3. Schedule inspections as far in advance as possible. During busy periods inspections may need to be scheduled up to 72 hours in advance to guarantee an inspector. With the exception of periodic welding inspection, the code requires you to have an inspector on your work site whenever work requiring special inspection is being performed. 4. For welding inspection, our inspector needs to be present at the start of any welding, even when periodic visual inspection is permitted. Review of approved plans, welding procedure specifications, welder qualifications and fit -up needs to be done by our inspector prior to any welding. If the welding has been completed prior to inspection, it will be noted in the progress reports and as an exception in the Final Report, possibly creating problems for you with the city. 5. For concrete inspection, our inspector needs sufficient time to inspect the rebar and anchor bolt placement prior to concrete placement. Rebar placement cannot be performed while the concrete is being placed. if our inspector does not have sufficient tirne to inspect the rebar, it will be noted in the progress report and as an exception in the Final Report, possibly creating problems for you with the city. 6. For proof -load testing, our inspector needs the proof -load value and rate of testing provided by the responsible engineer (if not already on the approved Drawings). Without this information, our inspector cannot perform the tests. 7. When scheduling inspections be as thorough as possible when describing what inspections you will need. This will insure that an inspector with the proper qualifications is sent to your project with all of the appropriate equipment. 8, if you require an inspector on an ongoing basis give our dispatcher a conservative estimate of the duration. If an inspector is scheduled for a 4=hour inspection don't assume their availability beyond that point. In most cases they have been scheduled for a later inspection. 9. * The Final Report must be requested, for each permit number, after all the required special inspections have been completed. Allow at least 3 working days for the Final Report to be processed. Remember that concrete and masonry samples are tested 28 days after sampling. These test results are needed prior to issuing the Final Report." 10, If you have any questions regarding the above or individual inspection procedures or requirements, please contact me as soon as possible. We are here to help you complete your project in the most efficient manner possible. Sincerely, Dave Chippero Special Inspection Division Manager Jun 01 10 11:313a Gabi 510 834 3777 p-9 TESTING ENGINEERS, INC. �f � Sara Leandro "' Scar../os'c Martinez � 2811 Tcaga.rden Street San Leandro. California 94577 * 510 83.5-3142 'r fax 510 :234-3777 PROJECT INFORMATION/AUTIIORIZATION FORM THIS DOCUMENT AUTHORIZES TUSTING I NGiNFE.R.S. INC. TO PERFORM TEsnNG &: INSPECTIONS ON A TIME AND MATER1;,1..13ASiS Project Name: Project Address: City & County Permit / Application / DSA / 0SHPD No. Agency: (Reports cannot be processed or sent without permit. application.. or OSA or OSHPD number and permit issuing agency.) * Client: (Responsible for Payment to "ITT) Client Address: P.O. #: (Zip) (Phone #) Client awhorizes Testing Enolneer:s, inc. to Perform hlspection/Testing services, requested by any of [lie persons listed above, at the attached Schedule of Tees and Charges in accordance with the attached Termv and Condition and the following Basil' of Charges. Basis of Charges (..portal to portal" front nearest TEl Office) Showup (no inspections pe.rfornaed) 2 hrs. Up to 41ars. 4 lars. 4 hrs. tilrouLh S hrs. 8 hrs. Over 8 hrs. weekdays and 1" 8 hrs. Sat. Rate x 1.5 Sundays, Holidays & over 8 firs, sat, Dale x 2.0 Travel Time. outside area $70/hr. Shill. I)ifferenlial (starting before 4 ant/aftcr 2 pin) add $10/hr. Parking, lees and bridge Lally At Cast All" Il:ivCl, SLIhSISICRCC, OLlLtiIdC SCI'vICCS, ClC'. COSL + 20% Client understands that they or theirauthorized representative niu 3t sign this agreement and return it by FAX, mail or hand deliver to Testing Engineers prior to an inspector being dispzal•ched. All n.ew orders are subject to credit department review for approval of extension of credit. New orders may require payment upon inspection or testing. Check, cash, VISA and MasterCard accepted. .Please sign and return the first t,,vo(2) aages o!1 dais four (4) page agreement by 1'ax to (510) 834-3777, Attn: Gaabrielaa (wanly * CT<...1.ENT (Responsible for payment to'ruf) AL11hori7_ed I3y Signature: Date.: Print Namtr Company: Title: Project.#: _ Client 't:Set-Up Date Qriv• Div: Prt:fien 1 roj Mgr..- Billing.: Amount ❑ C.O.D. ❑ Visa-MIC #: Special instructions: l!, P�cajixtM;lntUA)P:tx InlirAuUt2(X1)?(ll(1 c;cic, / of 4 Jun 01 10 11:3Ga Gabi 510 834 3777 p.10 Please include a copy of the Structural Tests & inspection Schedule from the City/County/Town, with this d�bcta"n ent, or as soon as available. List iajspeetions/tests required if Structural Tests & Inspection Schedule not available Additional inspections/tests not listed above (LENDER) Name: Address. City/State/"zip: Telephone: Permit. IssidnEy Agency F1 (CLIENT) PRELIMINARY LIEN INFORMATION (.OWNER) Nance: Address: City/Stale/Zip: Telephone: d` TEAM MEMBERS (check F-1 for distribution) Name; Address: City/S tale/-"i p: Telephone: Fax: Attim ❑ (GENERAL CONTRACTS 4t Name: Address: city/state/zip: Telephone: Fax : Proj. Manager Telephone: Email _ Superintendent: job -Site Phone: Name: Address: City/State/7ip: Telephone: _ l-ax: ❑ (CITY/COUNTY) Name: Address: City/State/lip: Telephone: Fax: Attn.: ❑ (ARCHITECT) Name: Address: — City/State/"Lip: Telephone: Fax: Attn.: Email ❑ (STRUCTURAL ENGINEER) Manic: Address: City/S ta.te/7i p: Telephone: Fax: Attn.; Email Jun 01 10 11:37a Gabi 510 834 3777 P.11 MINTING ENGINEERS, INC. SCHEDULE OAFFEEES AND CHARGES FEES EFFECHVE JULY.1, 2009 THORUGH JUNE 30,2010 All 1eessu[Vccf lo [3asis of Chase es HOURLY 13ASE LABOR RATES Per HOW' C0uCrCLC, Steel, Masonry, Expansion Anchor and Solis Inspection ......... ...... .... $97.00 LaboratoryTechnician .....................................98.00 Portable DigitalReinforcenic-nt Scannel .......... ....... ..................................... 125.00 Subsurface Detection Radar System ................ ........ _ .................. 220.00 Pavement Rehabilitation Analysts Using Deflections ... ................................. _275.00 PROFESSIONAL SERVICES Associate Engineer ............. ......... .............. $ 130,00 EQUIPMENT CTH A RGES (Add to llom-ly Base Laboj, Rates) Nuclear Density Probe ...... ........................... $ 12.00 Ultrasonic Equipment, Magnetic Particle, Dye Penetrant ......... ___ ........... _ .................. 12.00 Proof -Load EqUiPlIlerit ........ - ................ ........ . (2.00 Windsor Probe & Schmidt Haninici ................. 12.00 rrr CONCRETE, AND MASONRY LABORATORY - J Cmicrete: Each Compression Test, 6x 12 / 4.xS Cylinders ............ASTM C-39 .....................................5 S,' 30.00 Cylinder Stored and Cured (Hold Cylinders) ............. ........ ............... 30.00 LVI'x Design Review .......................................210.00 Cylinder Pick -LIP, Zone 1, 0-201MIles ..............97.00 Compression of Cores ASTM C-42 ...............68.00 PrOCILICtiOu of Shotcrete Panels,, 4 Cores & Compression ........................... 300,00 Coring, of Pre -Construction Shotcrete Panel, Compression& Evaluation (per no—zzlentan) ... 750-00 CONCRETE AND MASONRY LABORATORY (.'oncreie (contumed): 7ci— Trial Batches, prepared in Lab ........................... $450.00 Cemenl,' Grab Sample, Scaling and Storing for 60 days ......... ..... I ...... - ....................................... 50.00 Compression Test, 2x2x2 Cubes . .......... ...... .......... 40,00 Alasolll-.v.. Compression Test Mortar 2x4 Cylinder_.. ........... .................. 35.00 Grout Prisms, 4x4x8................................... 35.00 Composite Grouted Prism .......... - ... __ ..... 140.00 Cores........................................................... 68-00 SOILS. AGGREGATE AND ASPHALTIC CONCRETE LABORATORY Soils.- Each Compaction Curves ...... ASTM D-1557: 4 .. ........................................ $ 230.00 6 .. ............................... ...... ......... ........ 265.00 Resistance (R) Value (Untreated)Calif. 301. - ...... 275.00 Aggi-egates: Sieve Analysis, Coarse ... ... I ..... ASTM C-136, Calif. 202 .................. ....... . 90-00 Sieve Analysis, Fine ............ ASTM C-1.36, Calif. 202_ ........ ............. . 105.00 Sieve Analysis, Combined ASTM C-136, Calif. 202 ......................... 140.00 FIREPROOFING UnitweiLdit-Fireprool'in gj Each ............ ASTM E-605.................................................. . � 55.00 Adhesion - Cohesion- .... ..................................... 40.00 FINAL REPORT or Affidavit by Principal Engineer, Per Hour (As required by the CiLy/C0Unty/DSA/OSl4PD) ........ $185.00 OTHER CHARGES Mileage., per mile (Outside 25 mile Radius) ................... I ..... I ... ......... ............... -S 0.75 *File If Archive Retrieval, Per 1-We .............................. $ 150.00 *Files /ha/ are 1110re than 1year old evil( be subjecr fu rljisjec. Uibovaiop-y Tesi Fees are Suhject lo, a $200. 00 Minimnin Fees foi- tests not listed will be furnished upon request. Jun 01 10 11:38a Gabi 510 834 3777 p•12 t , ': TESTING ENGINEERS, INC. TERMS AND COND17YONS FOR SPECIAL INSPECTION The TERMS AND CONDITIONS stated below will govern the provisions of services and will constitute the contract between 'Testing Engineers. Inc. (TEI) and our client ("Client') unless the Client avid'lEl have executed a written contract wit.li respect to such services rn which case the teens and provisions of the written contract shall control. WORKING CONDITIONS AND HOURS will be enforce(] in accordance with T( is current agreement with the hilernatit:mal Union of Operating C;nginccl;s. Local 3 (see attached B6.sis o CYuu;,es on Project Infnrnicrlion Aiarhari,aRon form). Contractor to provide site access to inspection/testing locations. Verification of plunlbness/levehiess by others. SCHEDULING: Dispatch for services are to be made a minimum of 24 hours in advance, during the business hours between 7:30 am and 4:00 pin, Monday through Friday. Twenty four (24) hour advance scheduling may not guar:uitee the availability of a Special trlspector. For specialized tests and inspection, or during seasonal busy periods. scheduling for services may need to be matte up to 72 hours in advance. Occasionally TP-1 may employ an industry consuftault to execute the assigned testing and inspection. COORDINA'r D INSPECTIONS: If TEI or its a-,ents will be performing in -shop inspections of fabrication or assembly. Client understands that TP-I may perform coordinaled inspections and hill accordingly. Industry standards and governing codes require that continuous inspection mandate it continuous presence in the facility for fabrication or assembly. COMPLETION: Inspector will remain nn job until dischal',ed by Lite Client or the Clients representative. CANCELLATION: Two (2) hour charge unless cancellation is made before 4:00 pill of the preceding clay for local inspections within 50 mile radius of TEI's San Leandro facility. TERi'yIS OF PAYMENT: Upon requesting services from TEI and in consideration of the extension of credit. Client au'rces to the following: invoiceti shall he deemed delinquent if not paid within thirty (30) days from dale of invoice, and will he subject to a finance charge of 1.5%. per month or lire unpaid balance for each month for additional credit and any and all collection expenses incurred thereby. A $35.00 NSF (Non -Sufficient Funds) charge shall be imposed tan any and ali checks returned by Ti:I's hank as uncollectible. Furthermore, any raid all NSF checks are subject to treble damages up to the amount allowable under California law (Chapter 522. Section 1719). TEI reserves the rights to terminate its services to Client without. notice if any or all invoices are not paid currently. Upon SLIC11 terillinaGon of services, the entire amount accrued for all services performed shall immediately become duc and payable TERMS O1' PAYMENT (continued): Client waives any and all claims against TEL its subsidiaries, affiliales, servants and agents, for termination of work pursuant to this paragraph. Should TEI deem it necessary to refer a past -due account to an attorney. or collection agency, or to file suit for collection. Client agrees to pay for any and all actual expenses and costs -incurred thereby, including any and all attorney's fees and court costs. .ftlriAlil.'tiolr and venue of all such actions and any other actions arising from this agreement of the provision of Services by TEi shall he in Alameda County, State of California_ ANTICIPATED COSTS: Client recognizes and agrees that. any '`anticipated costs" "budget estimates". or like that may be prepared by TE/ are NOT "guaranteed maximums". "lumps sums". or "not to exceed" totals. Client will be invoiced for all work performed. INDEMNIFICATION: Client shall indemnify, defend and hold harmless TEI from and against all claims, suites. damages. losses, expenses, costs, obligations, liabilities. recoveries and deficiencies. including. but riot limited to. irneresis. penalties and reasonable attorney's fees that 'i.'El shall incur or suffer, which arise or result: from or relate to the breach of. or failure by Client, to perforn.i. any representation. warranty, covenant or agreement given or made by Client as set forth in this Agreement. LIMITATION OF LIABILITY: Client and TEI aGrec to limit the liability, incluain(, but. not limited to liability for consequential damages, of TEI. including its shareholders. officers. directors. employees, agents and representatives for any acts, errors. omissions, breaches of contract. or negligence, active affirmative, passive, concurrent or solely on the part. of TEf, arising directly or indirectly fronl the performance of the professional services under this Agreement of TEI to $1.000 or an amount equal to TEI's invoiced fee to client., whichever is smaller. DOMINANT TERMS: The (ernes and conditions of this Agreement shall take precedence over any terms and conditions which may appear in Clients purchase order, approval of acceptance, (Any t'ernts and conditions of Client's purchase order. approval or acceptance which are not identical to the terms and conditions of this Agreement are null and void. are not part of the Agreement between TEI and Client and are not. bind upon TEE.) The terms and conditions of this Agreement may not be altered. modified, added on, or changed, nor any of its provisions waived, except by written agreement, signed by an authorized representative of Testing Engineers, Inc. Notwithstanding, any provisions in the agreement in the event of conflict or dispute between client's purchase orcler or contract and this agreement. the latter shall prevail. EXITING PLAN t 0 INDICATES POINT OF EGRESS, TYP. L D D AREA OF WORK J OCCUPANCY CALCULATIONS 2ND FLOOR OCCUPANCY AREA OF SECOND FLOOR 18,ti52 SQ. FT. NOTE: PROPOSED SCOPE OF WORK DOES NOT CHANGE OCCUPANT LOAD OR EGRESS OF SECOND FLOOR. PROJECT DATA TOTAL AREA OF WORK: 950 SQ. F OCCUPANCY: B CONSTRUCTION TYPE: III --A NUMBER. OF STORIES: 4 BUILDING CODE: 2007 CBC, CEC, CMC, CPC & CFC 2008 CA ENERGY CODE SPRINKLERED: YES ABBREVIATIONS AND LAM. LAMINATE ANGLE, LAV. LAVATORY- 0 AT LP.;l LOW POINT or PLASTIC LAMINATE CENTERLINE LID. LIQUID. SOAP DISPENSER DIAMETER 'or. ROUND EXISTING MAX. MAXIMUM <F> FUTURE M.B. MACHINE BOLT A.B. ANCHOR BOLT M.F. MONOLITHIC. FLOORING A.C. ASPHALT CONCRETE MIK, MANUFACTURER AI�ST. ACOUSTICAL MIN. MINIMUM MET.. METAL, A.F.. ACCESS S FLOOR N.I.C. NOT IN CONTRACT AFF ABOVE FINISH FLOOR NJ .& NOT TO SCALE p AUTOMATl FIRE SPRINKLERS ALUM. ALUMINUM; O.C. ON. CENTER ITT: A. VUAION O.D. OVERFLOW DRAIN BD. Bo b OPNG. OPENING BLDG. BUILDING BLKTS. BLANKETS P PAINT C CARPET PLAS. PLASTER j C.F.& CHANNEL FRAMING SYSTEM PLWD. PLYWOOD C.G. CORNER GUARD P.T. POINT . C.H. COAT HOOK P.T.D. PAPER TOWEL DISPENSER CLG. CEILING CONE. CON CE R. RISER. CONC. CONCRETE P.O.. RESILIENT BASE R.D.. ROOF DRAIN CONt CONTINUOUS REF. REFRIGERATOR C.P. CARPET: PAO' READ. REQUIRED ax. COUNTERSUNK R.F. RESILIENT FLOORING C.T. CARPET TILE RM. ROOM R.T. kE§5tNT TILE DET. DETAIL RWD. REDWOOD`. : DIM. DIMENSION` : R.W L RAIN: WATER LIEADER EA. EACH ' S.C. CONCRETE EEWS EMERGE: ASH & SHOWER' S.D. STORM` DRAIN EL ELEVATION EMERG. EMERGENCY S.F. STONE FLOORING S.G. E.P.B. ELECTRIC SPECIAL. PANEL BOARD LAC. ELECTRICAL WATER SS. SHEET H . SIMILAR' S.M. SOLID SURFACING MATERIAL F.B. FLAT BAR S.N.D. SANITARY NAPKIN DISPENSER F.DR FLOOR DRAM S.N.R. SANITARY NAPKIN RECEPTACLE F.E. FIRE EXTINGUISHER S.S. STAINLESS STEEL F.E.C. FIRE EXTINGUISHER CABINET STL STEEL F.H:C. FIRE HOSE CABINET S7RUCT, STRUCTURAL FINFL FINISH FINISH T. TREAD or 711 E T.C.V.F.O.G. FACE.OF CONCRETE TEMP. CONTROL VALVE F.O.F. FACE OF ; FINISH T.O S - TOP OF F.O.M. FACE OF MASONRY T.S. TUBE SECTION F.03L FACE' OF STUD TYP., TYPICAL F.R.P. FIBERGLASS PLWC T P TOILET PAPER F.S. FIRE SPRINKLER T.&C. TOILET SEAT `COVER FTGS. FOOTINGS U.G; UNDERGRWND V.C. FlRE VALVE CABINET U.O.N. UNLESS OTHERWISE NOTED F.W. FABRIC WALL. COVERING MR. URINAL E.W.P. FABRIC WRAPPED PANELS G GROUTL VCT.. VINYL COMPOS17ION TILE GA. GAUGE V.W. VINYL WALL COVERING GALV. GALVANIZED W j WITH GA. GRAB BAR B. WOOD BASE GBDW' GYPSUM BOARD DRY WALL W.F. FLOORING G.J. GAL IZED IRON W.H. WATER HEATER GR. GRADE W.P. WATERPROOF . W.R. WATER RESISTANT or H.C. HANDi WASTE RECEPTACLE H.M. HOLLOW METAL WA WINDOW TREATMENT H.P. HIGH POINT W.V. WOOD VENEER W.W.F. WELDED WIRE FABRIC INCL INCLUDING INS: INSIDE INSUL . INSULATION - Ic L ! •• • 4-KINLrM3 • ar # r • •i • � r • • r 4 i! l i • i # -# r • • - • • '-# # i' # i'• ' • r ! • • r • ! #` �, i f i •r 1 • s • i # 3 #" "'1" #* i w' # • i # •a .. • • f • i rr •- •r 4r • lr owl •4 i rr • � � r r • i i • # 4 br i • !*. Orr s .i i, • • r• r. r r _.. C_ l 1 T• ARCHITECTURAL AO TITLE & COVER SHEET A1.1 EXISTING SITE PLAN A2e1 SECOND FLOOR DEMOLITION, FLOOR & REFLECTED CEILING PLANS All DOOR & FINISH SCHEDULES, TOILET ROOM PLAN & DETAILS A10.1 SPECIFICATIONS 20 Z �kROJECT TEAM ARCHITECT::AP+I DESIGN, INC. 200 BLOSSOM LANE MOUNTAIN VIEW, CA. 94041 650.254.1444 TEL 650.254.1411 FAX CONTACT: SHELLEY O'TOOLE TENANT. APPLE, INC. 1 INFINITE LOOP CUPERTiNO, CA 95014 408.862.6229 TEL CONTACT: TOM HERNANDEZ CONTRACTOR: SOUTH -BAY CONSTRUCTION 171 KNOWLES DRIVE, SUITE 120 LOS GATOS, CA 95032 408.379.5500 TEL 408.379.3256 FAX CONTACT: ERNESTO BARRON LOCATION AP V CIO N. BLANEY AVENUE LLJ z. Q c�I . INFINITE LOOP O: 4 J , to this SITE.: 6 INFINITE LOOP APPBOVED Copyrigh t AP+I Design, Inc. 20.10 7 D E S I G N AP+I DESIGN, INC. 200 BLOSSOM LANE MOUNTAIN VIEW, CA 94041 650.254.1444 FAX 650.254.1411 z& LARRY GRONDAHL N0: DESOiRIPTION DATE ISSUED FOR PLAN CHECK 05.13.10 PLAN CHECK RESPONSE 05.26.10 PROJECT: APPLE MASS LABS.- 6 INFINITE LOOP CUPERTiNO,..CA CLIENT; APPLEINC. 1 INFINITELOOP CUPERTINO,. CA. SHEET TITLE: TITLE + , COVER SHEET JOB NO.: 10114 SKEET NO DATE: 05.13.10 SCALE: AS SHOWN E T -T 71 `71 Ll 10 V-5" v SITE, & PARKING DATA MINI UNAUTHORIZED.. VEHICLES MATERIALS: PREMANUFACTURED.SIG4 . R LETTE . INGI PEDESTRIAN ROUTE 0 SQ. IN, PARKED' IN I DESIGNATED REFLECTORIZED PAINT w/ WHITE ACCESSIBILITY SIGNTHE EXISTING PARKING AND PATH OF TRAVEL TO THE AREA OF. WORK ARE IN ACCESSIBLE SPACES OR PORCELAIN ON MTL. MIN. HEIGHT) &SYMBOL WHEEL CODE, -CHAPTER' 11B. DETAILS, 1 # 2 & 3, THIS SHEET, ARE SHOWN FOR REFERENCE NOT DISPLAYING ON: A BLUE I E I BACKGROUND. STOP 1129B.5 COMPLIANCE FOR DISABLED! ACCESSIBILITY AS REQUIRED BY CALIFORNIA BUILDING DISTINGUISHING: PLACARDS. - 09'' COLORS: SIGN MATERIAL T01 BE, PAINT BORDER OF LICENSE`PLATES ISSUED ONLY. FOR PERSONS WITH o BLACK LETTERS ON aI REFLECTORIZED PAINT OF ----'LOADING/UNLOADING D18ABIU11ES MAY BE., I WHITE BACKGROUND PORCELAIN ON METAL ZONE WITH BLUE TOWED. AWAY AT OWNEWS PARKING PAINTED, LINE, TYP. AS EXPENSE TOWED. VEHICLES REQUIRED PER IR 1IB-7 --" . MAY BE RECLAIMED AT l _ (MIN)-. —HIGH ONLY I O.Copyright AP+I Design, Inc. 2010 AP+I DESIGN, INC. 1 200 BLOSSOM LANE MOtJNTAIN VIEW, CA 94041 650.254.1444 FAX 650.254.1411 VRD BY: 11 It PROJECT: APPLE MASS LABS, 6 INFINITE LOOP CUPERTINO, CA'' CLIENT. APPLE INC. 1. INFINITE. LOOP CULPERTINO, CA SHEET TITLE: EXISTING SITE PLAN JOB NO.-: 10114 SHEET NO.,. DATE.* 05.13.10 SCALE: AS SHOWN: I■ 11 It It R I 0 4"A 0 DEMOLITION PLAN NOTES DEMOLITION PLAN KEY NOTES FLOOR PLAN NOTES, FLOOR PLAN KEY NOTES REFLECTED CEILING PLAN. NOTES 1. VERIFICATION OF EXISTING FIELD CONDITIONS IS REQUIRED: PRIOR TO� PRICING. SALVAGE EXISTING LIGHT FIXTURE FOR RELOCA11ON PER REFLECTED CEILING ALL HEIGHTS ARE DIMENSIONED FROM TOP OF EXISTING SLAB- UNLESS NOTED PATCH AND REPAIR EXISTING VCT. FLOORING'TO �MATCH EXISTING,, AS REQUIRED 1. REFER TO SPECIFICATIONS SHEET A10.1 FOR SCOPE OF WORK AND PRIOR TO DEMOLITION CONTRACTOR IS TO COORDINATE WITH BUILDING PLAN. "A.F.F." -(ABOVE FINISHED FLOOR). BY DEMOU11ON WORK. MATERIAL SPECIFICATIONS. OWNER TO IDENTIFY, ITEMS (QUANTITY AND QUALITY) TO BE SAVED AND MMEDIATEL REUSED., NOTIFY ARCHITECT IMMEDIATELY IF FIELD CONDITIONS REVEAL REMOVE EXISTING LIGHT FIXTURE AND RETURN TO OWNER. 9. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT. INFILL WALLS AT LOCATIONS OF DEMOLISHED DOORS AND SIDELIGHTS. 2 2. SEE SHEET AO FOR GENERAL NOTES AND FIRE PROTECTION ' NOTES. ITEMS NOT SHOWN ON PLAN. CONSTRUCTION TO MATCH ADJACENT PARTITION CONSTRUCTION. PAINT Z. REWORK HVAC, SPRINKLERS, LIGHT SWITCHES AND THERMOSTATS AS 2, ALL EXISTING CARPET, RESILIENT FLOORING, BASE, ETC. TO, REMAIN, U.O.N. 10.* ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH. WITH WALLS. AND ADD RUBBER BASE TO MATCH ADJACENT WALLS AT CORRIDOR. REQUIRED, TO COORDINATE, WITH NEW PARTITION AND CEILING LAYOUT. REMOVE EXISTING FLOORING AND BASE. PREP FLOOR SURFACE FOR NEW NO VISIBLE JOINTS. 3. DURING DEMOLITION, THE CONTRACTOR IS TO MAINTAIN OPERATION:OF ALL FLOORING. 4. ALL SWITCHES TO BE IN GANG BOXES, TYPICAL. COMPONENTS OF THE FIRE SAFETY SYSTEM. PROVIDE TEMPORARY 11.1 ALL EXPOSED GYPSUM BOARD.. EDGES TO HAVE METAL EDGE TRIM. SUPPORT, IF NECESSARY; 5. ELECTRICAL DESIGN BUILD CONTRACTOR TO, PROVIDE. TITLE 24 4. ALL. ELECTRICAL AND DATA OUTLETS,, SWITCHES OR THERMOSTATS:, IN 12. REFER TO SHEET A10.'1 FOR MATERIAL SPECIFICATIONS AND SCOPE OF WORK. CALCULATIONS, AS REQUIRED. DEMOLISHED WALLS, TO" BE REMOVED. THERMOSTATS TO, BE RELOCATED AS" 6. ELECTRICAL. DESIGN/BUILD CONTRACTOR IS RESPONSIBLE TO. MAINTAIN REQUIRED BY NEW PARTITION LAYOUT. 13� STAT AND SWITCHES. PROVIDE BRACING IN WALL FOR THERMOSTAT LEVELS OF ILLUMINATION AS RECOMMENDED IN THE IES:LIGHTING HANDBOOK 5. PATCH. AND'REPAIR ALL WALLS TO REMAIN, AS REQUIRED, WHtlSi AFFECTED 14. PATCH AND REPAIR ALL EXISTING WALLS AS REQUIRED. FOR THE ASSIGNED USE OF THE SPACE. BY DEMOLITION: FLOOR PLAN: NOTES 15. ALL, DOORS� TO OPEN. FLAT AGAINST ADJACENT WALLS U.O.N. 7. CONTRACTOR TO NOTIFY AP+I DESIGN OF ANY CONFLICT OF LIGHT FIXTURE 6. ALL EXISTING , SUSPENDED ACOUSTIC TILE CEILING . A MOUNTED AND CEILING MOUN LOCATIONS I NTH MAIN RUNNERSj DUCTS, ETC., PRIOR TO INSTALLATION. FIXTURES TO REMAIN U.O.N. 1-6. GENERAL, CONTRACTOR. TO, PROVIDE TACTILE EXIT SIGNAGE PER CBC SEC. 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS,PRIOR, TO 1011..3: GENERALLY, THIS REQUIRES: A TACTILE/BRAILLE SIGN STATING EXIT --LIGHT PROVIDE NIGHT—LIGHT EMERGENCY FIXTURES WITH BATTERY BACK—UP ALL EXISTING HVAC COMPONENTS � TO REMAIN, U.O.N. RELOCATE AS: CONSTRUCTION. AT EACH:�. GRADE LEVEL EX IT, LEADING DIRECTLY TO, THE OUTSIDE AND A THROUGHOUT SPACE AS REQUIRED BY CODE. REQUIRED'. 2. DIMENSIONS NOTED "CLEAR" OR "CLR" ARE. FOR REQUIRED CLEARANCE AND TAcmLE/BRAjLLt SIGN STATING, OEXIT ROUTE" AT EACH INTERIOR I EXIT I TACCESS ANY ELECTRICAL PANELS LOCATED IN WALLS TO BE DEMOLISHED, SHOULD MUST BE MAINTAINED. WHICH REQUIRES A. VISUAL EXIT SIGN, IN, ADDITION EXIT DOORS WHICH LEAD BE RELOCATED. COORDINATE NTH ARCHITECT. TO.: STAIRWAY SHALL BE IDENTIFIED NTH A TACTILE/BRILLE, SIGN STATING: 3. ALL DIMENSIONS ARE GIVEN TO FACE OF FINISH U.O.N. "EXIT, STAIR DOWN. 9. DUST AND DEBRIS MUST NOT'BE: ALLOWED TO ENTER THE. SUPPLY/RETURN' "CHALKEW, REFLECTED, CEILING PLAN KEY NOTES' AIR SYSTEM, OR ADJACENT SPACES. TAPE. OFF ALL EQUIPMENT OR DUCT OPENINGS- AND, PROVIDE DUSTPROOF BARRIERS REQUIRED DURING 4. ALL PARTITION LOCATIONS.ARE .TO BE ON FLOOR FOR ARCHITECTS APPROVAL PRIOR TO FRAMING. ANY DISCREPANCY BETWEEN DIMENSIONS IN WERE, CONSTRUCTION AND REMOVE. ONCE DUST IS NO LONGER BEING GENERATED'...FIELD AND THOSE SHOWN ON PLANS SHALL BE NOTED- TO THE ARCHITECT. 10. SCHEDULE THE WORK SO AS NOT TO INTERFERE NTH THE BUILDING 5. ALL DIMENSIONS NOTED "VERIFY" OR "V.I.F.". SHALL BE CHECKED BY OCCUPANTS NORMAL BUSINESS OPERATIONS. CONTRACTOR PRIORPATCH TO CONSTRUCTION. ANY VARIANCES SHALL BE REPORTED AND REPAIR SUSPENDED CEILING SYSTEM AS REQUIRED BY DEMOLITION., TO AP+I DESIGN FOR RESOLUTION. WORK. 6. CONTRACTOR SHALL NOT SCALE DRAWING., ALL DIMENSIONS ON DRAWINGS INSTALL RELOCATED CEILING PROJECTION SCREEN. TAKE PRECEDENCE OVER SCALE. 7. ACOUSTICALLY INSULATED WALLS, ALL GYPSUM, BOARD PERIMETERS, VERTICAL JOINTS, CUTOUTS, DOORWAYS, OUTLETS AND OTHER PENETRATIONS SHALL BE COMPLETELY CAULKED NTH NON —HARDENING, PERMANENT RESILIENT ACOUSTICAL SEALANT. @-Copyright AP+I, Design, Inc. 2010 kI rl.-%.- I I DOOR SCHEDULE FINISH SCHEDULE � j DOOR DOOR SIZE MEN — - - - - - - - - - - - - - - - - - - - - - - - PICTOGRAMS OF INTERNATIONAL SYMBOL DOOR/ OF ROOM ROOM FLOOR BASE NORTH EAST SOUTH WEST FRAME CEILING CEILING REMARKS 0 NUMBER NAME WALL WALL WALL WALL COLOR . HEIGHT COLOR OF SYMBOL SHALL CONSIST OF A MITE < FIGURE ON A BLUE to ool BACKGROUND. BACKGROUND. THE BLUE T' CORRIDOR <E> R62 <E> <E> P2 <E> <I-> <E> 1 SHALL BE EQUAL TO SHALL BE EQUAL QU 201 MASS CONFUSION LAB RT1 RB1 Pi Pi Pi Pi Pi <I-> <E> 1 1 COLOR NO. 05090� IN L A FEDERAL STANDARD 595B PER CBC SEC 1117B.5.8.1.1 CBC S C 11 202 STORAGE RT1 RB1 Pi Pi Pi Pi Pi <E> <E> 1 7 C14 3 /1 16 THIC CK PAINTED ACRYLIC,203 WOMEN-J MATTE FINISH 1/4" MASS RAID LAB RT1 RB1 Pi Pi Pi Pi Pi <E> <E> 1 DOOR NOTES. 00 4? 000* RADIUSED EDGES. 6 "MEN" OR "WOMEN" TEXT 1. DOOR MATERIALS: r RAISED 1/32- MIN. & SC = SOLID CORE WOOD PAINT r_____ 3/4- HIGH. WIDTH — LET ROOM To{ LET TO—HEIGHT RATIO OF 3:5 10 2. FRAME MATERIALS: SYMBOL, SEE 448' ]CATION FINISH SPECIFICATIONS FINISH NOTES C CL� TO 1: 1 AND STROKE WIDTH —TO— HEIGHT RATIO AL = ALUMINUM, FINISH TO MATCH BUILDING STANDARD. OF 1:5 TO 1:10 1. FLOOR SHALL BE LEVEL, SMOOTH AND PREPARED FOR THE INSTALLATION- OF 3. ALL DOORS TO BE 1-3/4- THICK W/ 3/8- UNDERCUT, EXCEPT AT FIRE 0 600 MATCH EXISTING FLOORING. RATED DOORS. ...... GRADE 2 BRAILLE w/ RTI, RESILIENT TILE 2. CARPET SHALL BE INSTALLED PER BUILDING STANDARD METHOD IN 4. ALL DOOR HARDWARE FINISH TO MATCH BUILDING I WING STANDARD. PERMANENT ROOM DOTS 1/10 INCH O.C. IN IDENTIFICATION EACH CELL, 2/10 INCH ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ............ SPACE BETWEEN CELLS, ALL TRANSITIONS BETWEEN MATERIALS SHALL BE SMOOTH. 5. PROVIDE SILENCERS (COLOR TO MATCH DOOR FRAME) 0 ALL to SIGN, SEE ABOVE. AND DOTS SHALL BE NON —RATED DOORS. I 30"x48" v RAISED .1 INCH. MIN. RESILIENT 4. MAXIMUM HEIGHT DIFFERENCE BETWEEN FLOOR COVERING SURFACES SHALL 6. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE WITHOUT KEY OR 3f-80* 3*-8" RBI MATCH EXISTING BE 1/4-. CLR. BASE 0 SPECIAL KNOWLEDGE. L— — — — 5. PROVIDE MERCER STRIP AT CARPET TO RESILIENT FLOORING TRANSITIONS. 7. PROVIDE MASTER KEYING PER TENANTS DIRECTION. FINISH SHALL BE 101 BLACK, U.O.N. MEN WOMEN NOT TO SCALE 4 6. ALL TRANSITIONS OF FLOOR MATERIALS SHALL BE LOCATED AT CENTER OF 8. THE MAXIMUM FORCE REQUIRED TO OPEN DOORS SHALL BE 5 LBS. 0 TOILET ROOM WALL SIGN RESILIENT DOOR IN CLOSED POSITION, U.O.N. INTERIOR AND EXTERIOR DOORS & 15 LBS. 0 FIRE —RATED DOORS. MATCH EXISTING N.T.S. RB2 BASE (CORRIDOR) 7. PROVIDE, e TOPSET BASE THROUGHOUT, U.O.N. 9. ALL DOORS ARE EQUIPPED WITH SINGLE —EFFORT, NON GRASPING HARDWARE, 10426003 CENTERED BETWEEN 30" AND 44" A.F.F. 8. z PRIOR TO APPLICATION OF PAINT, ALL SURFACES SHALL BE PROPERLY 10. 1/2" MAXIMUM HIGH THRESHOLD AT ALL DOORS. PREPARED,, TAPED AND SMOOTHED. OD, ------- z MB.D. PAINT ------ Pl, 9. PROVIDE SMOOTH WALL FINISH THROUGHOUT, AI GENERAL z 00 (LSIGN & DOOR (LSIGN &DOOR 10. THREE 8-1/2" X 11 BRUSH —OUTS OF EACH PAINT SHALL, BE SUBMITTED FOR. APPROVAL TO AP+I. APPROVAL REQUIRED PRIOR TO PURCHASE OF C-4 59-0" MIN. 'f*l PAINT.' 5#-0" MIN. MATCH EXISTING PAINT lt: PAINT ALL ACCESS PLATES, FIRE EXTINGUISHER CABINETS, PANEL BOXES; awn m m m an m v! ffm m In rm P2 MATCH ADJACENT WALL SURFAC J� R) ETC., SEMI —GLOSS, PAINT TO E. L CORRIDOR 1/4" THICK 1 V HARDWARE GROUPS COLOR':OFSWITCH PLATES COVERPLATES'AND' RECEPTACLES SHALL MATCH EQUILATERAL TRIANGLE CIF BACK PAINTED BUILDING STANDARD. z ACRYLIC,_ MATTE FINISH 1, EGGSHELL FINISH, U.O.N.. ALL, CEILING PAINT GROUP 1: 113. ALL WAL . PAINT'�SHALL BE -SHALL BE" FLAT FINISH, U.O.N. � ALL WA 1 ELMES PULL #T25L550 (ADA, COMP ANT lA_ 0 SEMI —GLOSS ENAMEL]N TOILET ROOMS AND: SHOWERS. ALL MATERIA FINISH 'SAMPLES AND SHOP � DRAWINGS SHALL, BE. SUBMITTED, 1/4, THICK 121" DIAi, 14. MATERIALS, TOILET ROOM IDENTIFICATION! SYMBOL, SEE PERMANENT R OF BACK + INSTALLATION. AIN TO: AP I FOR APPROVAL TO OR D'ACRYLIC LL mitN ItN A 15. ALL CODE REQUIRED LABELS SL .SUCH AS "U." EQUIPMENT IDENTIFICATION� EN PERFORMANCE RA OF MANUFACTURER PLATES SHALL REMAIN TINGS, NAME a OLOR'OF SYMBOL READABLE AN[) NOT PAINTED OVER. -LjAfV t%^Ktcjc-r OF 16. ALL CEILING HEIGHTS SHALL BE MEASURED FROM SLAB. in WHITE FIGURE ON WE BACKGROUND. 17. PATCH AND REPAIR ALL 'EXISTING FLOORS, WALLS AND CEILINGS. SCHEDULED THE BLUE SHALL TO REMAIN, PREPARE FOR NEW FINISHES AS REQUIRED. EQUAL TO COLOR, NO. 05090 IN DERAL STANDARD 958 PER CBC SEC SEE DETAIL 4/- 5/8-116 GA. MTL. SOUND INSULATION STUD W/ (1) LAYER EXTEND 4'-0" MIN. OVER GYP. BD. ON EA. SIDE CLG. EA ..SIDE OF WALL --- 00 Rw A1AilI, l( itSHIM. p\ A A I/ \ %l., / 20 GA. TOP TRACK TILE/WAINSCOT WERE OCCURS XHEADER FLUSH VALVE SANITARY. NAPKIN DISPOSAL SUSP'. ACOUSTIC CEILING .......... ON VVILIQ Ql r_ PARTITION OR WALL MOUNTED OF STALL TISSUE DISPENSER COMBO UNIT. TOILET PAPER/ -FAB HEAVY,DUTY MTL EDGE TRIM, TYP. PRE TISSUE-SEAT COVER X-O" GRAB BAR TOILET SEAT DISPENSER COMBO DISPENSER SANITARY' NAPKIN z TRACK (GRANT OR EQ.) COMPRESSIBLE DISPENSER GASKET CONT. FLUSH VALVE 3"-6" GRAB BAR SINGLE POCKET DOOR - ON WIDE SIDED LAVATORY OR 3 5/8- MTL STUDS 0 INTERIOR 24" O.C. W/ 5/8" GYP. X, OF STALL ----- VANITY 0 .44 BD. EA. SIDE Z 0 NOTE: DOOR TO PROVIDE 0 POWDER DRIVEN < 32" MIN. CLEAR OPENING 0 FINISH FLOOR' FASTENERS 0 24" O.C. MAX.--HIL-n- 3/4" LONG X ii + .145 SHANK PAPER TOWEL—Jy I `V-1 —0 INSUL HOT WHEN IN OPEN POSITION. N IN USE FIRE TREATED! BLOCKING WHERE REQUIRED BY BUILDING TYPE. V MALAW! AS REQ'D. SLIDING WOOD DOOR — PROVIDE ADA APPROVED HARDWARE ALUMINUM DOOR FRAME, 11" X 4" HORIZONTAL FRAMING 1 0 16" O.C. PRE—FAB TRACK ABOVE 3 16GA., MTL STUD W/- (1) LAYER GYP. BD.. ON EA. SIDE i O" owowol E S I G N AP+I DESIGN, INC. 200 BLOSSOM LANE MOUNTAIN MEW, CA 94041 650.254.1444 FAX 650.254.1411 PROJECT: It APPLE MASS LABS' 6 INFINITE. LOOP CUPERTINO, CA, CLIENT. APPLE INC. 11 INFINITE Lbop- CUPERTIINOCX., SHEET TITLE. DOOR & FINISH, SCHEOULM, TOILET ROO PU Am, -- DETAILS JOB NO0114 SHEET NO.: DA05.13.110 A 41 SCALE: 'AS SHOWN it @Copyright AP+I Design, Inc. 2010 I -1 DIVISION 1 - GENERAL REQUIREMENTS I . I AND WINDOWS � I DIVISION 9 - FINISHES . DIVISION 10 - SPECIALTIES I 1. Comply with the 2007 AIA A201, General Conditions of the Contract for Construction, unless agreed to by Owner -Contractor agreement. I otherwise I SECTION 08100 - METAL DOORS & FRAMES I I � SECTIONI I � I . SECTION 10520 - FIRE PROTECTION SPECIALTIES . � 2. Comply with all applicable local, state and federal codes and regulations. I 1. Aluminum Frames: Prefinished Interior Aluminum Frame Construction for windows, transoms and I 1. Provide 3-5/8 inch 25 gouge galvanized stud system at 24 in. o.c. unless otherwise noted in the 1. Fire Extinguisher: Fire extinguisher shall be Multi -purpose extinguisher for Class ABC fires; with a . I � sidelites. Combination buck, frame and trim type. Frames shall be as manufactured by Eclipse Systems Drawings. Studs shall be Knorr, Western Metal Loth Co... or equal. minimum UL rating of 2A-IOBC. J.L Cosmic 5E, Standard, Fire -West No. ABC-5; Larsen's Mfg. Co. "Model I . 41 3. Date of Substantial Completion shall be set per Owner -Contractor agreement. 1 1 I (408) 263-2201, or equal. . I 1 MW, General Fire Extinguisher Corp. I A. Finish shall be as specified in the Door Schedule on the Drawings. 1 2. Deflection Adjusting Top Track: SLP-TRK as manufactured by Angeles Metal Systems 4817 E. Sheila Model TCP-5A, or approved equal. 1 4. Submit 3 sets (minimum) of all Submittals called for in the drawings and these specifications to B. Provide cutouts, backing plates, etc. for hardware. Reinforcing shall be 12 gouge. St. Los Angeles, CA 90040 213-268-1777 or 800-366-6464. Galvanized, gouge to motch require wall I � AP+I Design for review. AP+I Design will have 5 business days to review submittals from the date of C. Refer to Door Schedule for required rating. Where rated frames are scheduled, ed, manufacturers listing stud gouge, width to suit stud Widths. 1 2. Cabinet: Larsen"s 2409-R3 Vertical Duo, J.L. Industries Ambassador 1017-D-17 Semi -recessed (2 receipt. I I label shall be on the frame. 1 1/2" projection 5" deep) with flush glass door style, or approved equal. � I I . D. Install frames plumb and square with a maximum diagonal distortion of 1/16" or less. Frame shall 3. Stud Wall Lateral Bracing: Installation shall comply with CBC Section 1607.13. All Walls shall be I . . 5. Substitutions: All substitutions must be accepted by AP+I Design in writing. Contractor shall have be securely fastened to the adjacent construction. laterally braced by means of braces installed at not more than 45 degrees from horizontal as follows: 3. Locations as shown in the Drawings. investigated the proposed product and determined it is equal in all respects to the specified item. Then E. Upon completion of the installation, visually check faces of the work of this section A. 3-5/8 in x 25 gouge studs at 8 feet on center on each side of wall (in tension only). I I provide written documentation and sample, If appropriate to AP+I Design. The Contractor shall include the and touch-up ,all scratches & abrasions. B. 12 gouge wire at 6 feet on center on, each side of wall (in tension only). DIVISION 15 - MECHANICAL cost and schedule changes regarding the substitution in writing: AP+I Design & the Owner shall be the I I C. 3-5/8 inch x 1-1/4 inch x 16 gouge studs (Knorr "SS" or equivalent) at 8 feet on center acting in . I . judge of acceptability and reserve the right to reject substitutions. � SECTION 08210 - WOOD DOORS . either tension or compression. They may be on one side of wall only. Maximum length is 7 feet when in SECTION 15500 - FIRE PROTECTION SYSTEM I . , � . "Provide" 1. Established standard: I compression. For lengths from 7 to 10 feet (when in compression) form box studs built from two studs I � 6. means: Furnish and install. welded toe to toe. 1. All renovation work to existing life safety systems will be modified in such a manner that each I A. Eggers Industries, or approved equal 1-3/4 inch particle board core non -rated doors, or equal. D. Attach stud bracing to a major structural member above. I tenant area will be independent to itself. I 17. Contractor shall keep a full set of record contract drawings at the jobsite at all times for Owner's B. Eggers Industries or approved equal 1-3/4 inch particle board or mineral core 20 minute rated and I reference. AP+I Design will supply reproducible prints for the Contractor's use. labeled doors, where Indicated in the Drawings. 1 4. Gypsum Board Drywall: 5/8 inch USG Sheetrock Brand, or equal, fire rated one . 2. Complete fire sprinkler system per the requirements of the local jurisdiction and as specified by the I C. Eggers Industries or approved equal 1-3/4 inch mineral core 60 minute rated, and labeled doors, hour unless noted otherwise on drawings; 1/2 inch at draftstops above ceilings. Provide Flannery, Inc., fire protection design -build contractor. I 8. Access to the site and working areas will be restricted as directed by the Owner. Verify access and where indicated In Drawings. 1 � Fast Mask edge trim, USG 400 series edge trim, or equal at locations where gypsum board terminates at ' I use of existing utilities with the Owner. I � . . I I D. Face veneers & edges shall be pointed as indicated on the Finish Schedule in the Drawings. I I I adjoining -material. Provide USG DUR-A-BEAD corner bead, or equal at all gypsum board comers. 1 13. Heads, and escutcheon I � plates to be Building Standard or match existing. I 9. Location of construction trailers, material storage areas, signs, ,etc. shall be reviewed and approved � I I I SECTION 08710 - FINISH HARDWARE I � � � 5. Provide building standard smooth texturing throughout, unless otherwise noted on the drawings. All I I 4. Refer to the Fire Protection notes on sheet AO for additional information. . � . I by Owner., I I I � I I . ' . I 1. , Work Included: Furnishing of all Finish Hardware. Hardware schedule is intended to cover all doors, I gypsum board surfaces are to receive a Level 4 finish, except use Level 5 finish where accent point colors I . or Dry Erase wallcoverings are specified, and .at semi -.gloss point: I I 5. As -Built Vellums shall be furnished to the Owner at the ,end of the project. 10. Electrical power to the building will be paid for by the Owner. Tel v , gates, cabinets, drawers and other movable parts of the building, and establish type and standard of � I I � I I I . I . I I arrangfor by the General Contractor. I � I I - quality.. Examine plans and specifications and furnish hardware for oil openings, whether listed or not. No 6. Access Panels: . . SECTION 15600 - HEATING, VENTILATING AND AIR CONDITIONING I I I I I extras will be allowed for.additional quantities of hardware required for openings that were shown. I I A. As manufactured by Milcor (established standard), Birmingham Ornamental Iron Company, Korp ' . I I 11. I Contractor shall obtain and pay for the -building permit required to construct the work. The cost is I I I I I I � ' Associates, Inc., or equal I I I I 1. Complete HVAC I � system including all equipment, ductwork, distribution,.zoning and controls to match � . not to be included in the, contract sum. Upon submittal of bill, Owner will reimburse contractor. Mark-up 2. Codes: Comply with applicable fire and building codes. , I � I I � B. Flush panel. access door- for drywall, Style DW, with drywall bead, prime' coat finish, screwdriver � existing building standard and as specified by the Mechanical Design -Build Contractor. I I I I � onthecost of the permit shall be negotiated between the, Owner and the Contractor. I � 1 I I I . � 3. Hardware specified is generally of the manufactured brands listed below.. See Hardware Groups for operated cam. Where tire rating is required, provide gypsum board of the some thickness as the wall I 1 I I I 2. Drawings shall be submitted. to AP+I Design and the Owner for review and approval prior to I 12. Contractor shall keep premises free from waste materials or rubbish caused by his operations. Do special items. glued to the back of the access door. I I commencement of work. . not permit debris to accumulate on the site. At completion of the work, the Contractor shall remove all A. Butts and Hinges: McKinney or Hagar, . � I -RESILIENT FLOORING I I , waste materials and rubbish from the site as well as oil tools; construction equipment, machinery and I I B. Concealed Circuit Hinge: McKinney or Hagar I I - I � I � I 1 ' 3. All renovation work to existing Mechonicol systems will be modified in such a manner that each I I � surplus materials. All surfaces shall be clean and free of construction dust or debris. . . C. Locksets and Lotchsets: Match building standard I � � I � 1. Work includes - resilient flooring with base as indicated on the Drawings. Follow manufacturer's I tenant area will be independent to itself. I I I I I I I I Ownees Representative 72 hours prior to interruption of services, or access. I . 3. Notify D. Lock Protector. Glynn Johnson . I I I � I I E. Exposed Closers: Norton or I I � . I � recommendations for installation and clean up. Where existing flooring is to be demolished, clean exposed existing surfaces and prepare as required for a smooth, consistent floor finish. I 1 4. All mechanical system renovation designs will be figured to have no over 11 . I � I I I F. Doorstops. Quality I � I I I � � lopping of zones from on another. All VAV boxes and equipment will have serviceability I I I . I � . DIVISION 2 -SITE WORK I I � I � I I I I I � G. Flushboltm Glynn Johnson or Quality , I . . I I I I 2. Vinyl Composition Tile and Vinyl Sheet Flooring: as specified on the Finish Schedule in the Drawings. from the applicable tenant's space. VAV boxes and equipment in other tenant spaces ducted to the I . I I I � I . . H. Smokestripping and Weatherstripping: Pemko, I 1 I I I I I � I I I renovated space will not be accepted. I . I I I � SECTION 02050 - DEMOLITION & SITE CLEARING � I . I � I I � I I I J. Wire -Pulls: Quality y � I I I K. Thresholds: Pemko I I � � � I - a 3. Flooring shall be laid in basket weave pattern throughout. Floor tile joints shall hi 11 be parallel and � . I . - I ' I 5. The Mechanical Design -Build Contractor will be responsible for balancing the entire new tenant's 1� I I � I . � I . I 1. Work Included: ,Execution,and completion of all Demolition Work, Site .Clearing and Grubbing, including I I I � L. Kick Plates: Quality - 12" high. - � � . I I � . I square to ceiling grid tees throughout in both directions. I . I � space. Also,, the Mechanical Design -Build Contractor must evaluate and -include in the bid if new work will � � but not necessarily limited 'to. . _ I I 11. . .. � I I � M. Swing Clear. Hinge. McKinney or. Hagar . . I � . .1 1 I . 4. To set Cove Base.- ,Rubber, 4 inch high, color as specified on the Finish, Schedule in the Drowingm I effect the balance of other tenant spaces in multi --tenant buildings. If so, the Mechanical. Design -Build I . I I A. . Removal and disposal of materials to be dismantled or otherwise disposed of. . I A. N. ' Electromagnetic Hold Opens: Rixson' , � I I . . I . I I I I I I Contractor will be responsible for balancing the entire building. I � I I I I B. Demolition of .interior or exterior portions of existing structures. � I - I I � . � I Concealed . � P. Pocket Door Concealed Closer. Norton I .1 . I I - re 5. Install resilient floor and base and oil related work in strict accordance with the latest edition of the I . I . . . I I I . � � . I 11 C. Demolition of structures, concrete slobs, paving, appurtenances, fences, etc., I I I I I I . Q. Keyless lockset: Simplex/Unicon I I I . I I I . " I 1 manufacturers standard specifications for the materials used, and as specified herein. 6. As -Built Vellums shall be furnished to the Owner at, the end of, the project. r I I I I I I 1. � � � I I I � I I I . � I � I . 1, . I R. Push/Pull Plates: Quality I I I I I I I I I 1 I � I I I . I I I I I . I � - ' I 2. . Remove- existiin4 improvements only to extent shown on drawings. Examine the building- and site to , - � � I I � . I S. Electric Strike-. -Schidge- or Von Duprin � . I � I � I 1 I I I I 6. Where resilient flooring terminates along adjacent floor surfaces with concrete floor, install tapered � _ DIVISION 16 - ELECTRICAL I I I I . I � . ELECTRICAL I � . I I I I � . . . determine locations and extent of items to be protected, avoided, or otherwise saved from' demolition or � , I � ' ' � � � � I � � I . 11 I I � I . � I I I edge strips of proper thickness to transition to the concrete floor. . I I I I I I I � I I I ,clearing Work. Replace with new materials as shown. Improvements. removed beyond those shown shot(. I I I .4. Finishes shall . be match building: standard, unless otherwise specified in the, Drawings. , I I I I . standard r I . I I I I 11 I � . . I I I . . I � I � I 11 , I 11 SECTION 16000,-- ELECTRICAL, LIGHTING AND TELEPHONE DATA I � I I � � I I I I I � I � , 11 I . replaced at no. extra cost to Owner. . � I � I I I I I 1, p I I . . � I I I . . 11 I � 1. I .1 I I I 1. � I I � . . . , � I - P I I . I . . I SECTION. AINTING�. . I I I I . � I I I I I . I I L I . . I . . I I 1. I I . � I I � � : � I L I � I . I . I I I I � . 5.� Hinges: Exterior out -swinging � door butts shall be no'n-ferrous . material and shall have stainless steel I non-ferrous 109900 _ I I I . 11 : I � I I., I . I - I I I � I I . I 1. Complete electrical, lighting,. life' safety, energy 'management and � smoke. detector systems including all . I � . I 1 13. Barrlcade� and enclose ad' cent areas to protect pedestrians, 'workmen, and adjacent properties. � . � Barricade .� � I . I I � . . I . hinge, pins.. All doors to non-rising� pins. � I I I I � I i I � . . � I I � I � I . I I I . . I 1. . Work includes .all labor, materials, tools. 'equipment, and services necessary for the finishing and . I I fixtures, devices and controls to match existing building standard and as specified by the Electrical. � 11 I I � I � , . � I Prevent damage to existing curbs, walks, underground. utilities, etc., which are to remain. Re air any - I � � ' i ' . I � A. Hinges. shall, be r sized ln� accordance with the following: ''I � I I "I I I I � � � 1: . I 11 . .11 I I L ' I � I I I I I I - I . of 'all. painting- -or. pointer's finish throughout the interior as indicated, on the drawings. ��, I I I Design -Build, Contractor� I . I . I I . I � I � I �, . . : I � I I � , I I . I , . damage `to ,original condition or replace in kind, if beyond repair, of extra cost to Owner. I - i I I I I I I I I I 1. Height; � I � . . I � I . ,installation I � I I � . I � I I 11 . I I � I I I I � I I . I � I I � . I 11 I I � -1 I I I . I : . 11 . I I I � � � I L . I . I I � . . I ' _ �. � I I I a., .. Doors up- to, 41". wlde.� 4-1/2", inches. 1, I . . 1 I � I � I r I - � I , 11 . I � � . . � 1. I I .� I .1 . . I 11 I I I � I L I I 1 2. � Interior Painting. Two coats finish pint on all interior GBDW walls unless otherwise noted in. the 2. Drawings shot(: be submitted to AP+I . Design and the Owner for review and approval prior to - I I I . I I I I � . ': I � 4, ' Protect all existinq improvements throughout duration of Work. Provide heavy gouge visqueem barriers � � 1, I - , . I . � . I I 11 . � I . I � I I I � � - b. Doors 42" to 48.* •Wide- 5 Inches.: I � I I . I I I I I I . I II .1 I � . - ., I I I I . . . � r I . I I I I I I Iwork:� - limited- to, the walls. , Point a exposed perman drawings. Work is not . 11 I ent surfaces � and fixtures normally I 0 I . : I � I I . commencement of , I I , I I 1. I -I .. I- . � between war*,, at. interior areas., Use Convex FR 1 Fire Retardant polyethylene film (J P Specialtiesi Inc., I I•- 0 � 'Repair I I � . � I I I I I I 1 2. � Width:. .Suffittlent,to clear frame and.trim when door swings 180 degrees. � I I . . I I :, I I I I . I , � � 1, I I . - access panels, conduit etc (Notet electrical, panel: b6ards� are not to be included in this: work, E.G. It . I I I I . � � I I I � I � I I 3. All electrical � designs will be figured to have no overlapping of'light switching, control devices; etc. . , I Lake Elsinore., CA - 909' 6746869)$ or equal I w , � . minor damage and. replace Major damage with new I I .. L � I I ,I I 'Do , B. Number of Hinges: Fumish 3 hinges pet leaf to 7*-5'* in height. Add'one for each additional 2 feet I - . , I ' I pointed). All metal surfaces to be electrostatically pointed unless otherwise .noted E.G. hqndroils, fire I L 9 � L , . � . and shall meet all: mandatory measures of the California Ene y. Commission: Each tenant space will stand 1`9 work, at no. extra- cost to Owner. . . I not_ block interior or exterior exit ways. , I 1. I � . �. 1, I . I I I I � � � I - I I In height. I I � I . � I � I I I � I I � . � .r I I . . � � � � I I I I I . I ex tihguisher cabinets. etc. I I . I � I I I . I I I I �. - ' I I I . " . I I I , . I I independent to itself., I I � . � . I I . I I I I I . . :1 I � I - C. . Fumish'non-removable., pins exterior outswing doors and interior key lock doors with � I 1. I I I . I . I . 11 I I . I I I I I 11 . 1 5. Owner may require salvaging and reuse of some existing improvements. Carefully remove such items, salve � . . . � I I � , � protect,ond stock. pile them as directed by the Owner. I I I I I , i I I � I 1. . I I .11 I ��, . � 1. 1. I I I I I 11 I reverse .bevels. L I 1. � � � I . I 1 I I I I I � I I . . 1. � I I I I I I �, � I � I I I I I � � 3. Point: By manufacturer, stated in Finish Specifications, without approval: of "or equal", in, eggshell . � � I I � 'All � I . . � I I r I ' I � � ' t 11 � 11 I I 11 �. . I I . +, , Refer to, the Drawings for electrical'. requirements. , I I � I I , 11 I I I � ''I I . 1. � I � I � � � � . I I I I � I � I .r I I latex, unless. otherwise noted. colors ore as specified on the Finish Schedule in the Drawings . � � I I I � ' . 6.- Remove from site material which is not to be salvaged or reused. Do not permit debris- to . I I 6. Locks, Latches and Cylinders: Match building standard as scheduled, , I I � I � . . , A. Lever Trim: Accessible design as specified, I dependent operation,- spring-cagesupported. I IL in I � I I � I � I � I . ., I I � I '. I I I 1 14. Protect all surfaces that, are not to be pointed from oversproy and spatter. Clean any surfaces that I I 5. Device and I Coverplate Color. Match building standard. I 11 � I � I � I I I I I I . �� . . I � I I 1 . . I I 11 I I . � . accumulate on site. I I I I � I I I � . I . B. Locks shoW be,of such construction that when locked, the door may be opened from within by using I I � . I I . have been oversproyed or spattered. I � I . spattered.. I I . I - I I I � . I .. I � I . I I I I I I I � , I I I � 6. Light. Fixtures. . I I I I . I � � I DIVISION 6 - WOOD AND PLASTICS lever and without; the use of a key or special knowledge. L I I I I L . � I I - 1. . I � I ' -1 I �1. 11 � �. I 11 . 11 �, I . .� . I � � � I I I , . I I - I I � L 11 . standard. I A. Match existing. building tenant improvement standard., Refer to ceiling plans. for fixture types.. I I I I I � I I . I , : � � - I I I . I C. Strikes. 16 gouge curved steel, bronze or brass with 1" deep box construction, llps� of sufficient - � 5. Supply Owner with one additional gallon of point (each color). I I I I � I � I I � I . I I I � � r SECTION 06100 - ROUGH CARPENTRY - . � length to clear trim and protect clothing. Strike lips shall not project more than 1/8 inch beyond door I 11 I I . I I I I I I � 1 I � 7. As -Built Vellums shall be furnished to the Owner at the end of the project. I � . I I � I I I frame trim .at single doors or face of inactive leaf at pairs of doors. . � 1 I 6. Owner at the end, of the project. I I I I I I I I I I Provide hardware related to Carpentry work including but not limited to expansion bolts, powder driven D. ALL FINAL KEYING SHALL BE COORDINATED WITH'THE OWNER. � I I � I I I . . � I I 11 I . I � I � I I �. I I � fasteners,, framing, clips, hangers, bases and caps etc. Established standards- products by KWIK Bolt, I � 7. Fumish screws, bolts,. or otherI fas.tenings of size and type to ancIhor hardware in position for heavyRamset, I I I I Simpson or Universal company. .I I . I I I use and long life., Match hardware as to material and'finish. Fumish expansion shields, sex bolts, toggle � I I I DIVISION - 7 - THERMAL AND MOISTURE PROTECTION � � I � I . . I I � bolts. or other anchors according to material to which applied, and as recommended by manufacturer, I I I I I I I I � I I I I I I I I � SECTION 07210 -INSULATION I I I I 18. RIefer to.I Drawings .f�or Hardware .Groups., I 1. I I � . I I I . . . � I I I � I I I . I I I I Provide insulation In stIud spaces and on top of of suspended "T*-bar ceiling, where , I I I � I I I I I II I1. qR-13 �indicated .in the Drawings, Insulation Widths as required to suit spacing of studs. . I I - � . � � I 1.I I I I I I I I. 2. All insulation to be labeled and raIted by the manufacturIer to not exceed aI smokeL density rating � of � ' � I I1 I 11 . I r . I 450 and to not exceeda flame spread rating of 25 when test In accordance with ASTM E 84.. I ,. . �� . . .I I I I I I . � 11 I . SECTION 07270 - IFIRI ET. OPP1IN1 G AND SI MOKESEALI SI I I � � � I . . I � I I I I .S � 1. Provide -Alrestopping and smokeseals at the following -areas., � I I I Aipenings, in fireor sm�oke floors and rated walls in both void spaces and thos,e spaces All openings` I I I I I accommodating penetrating items ,such: as cables, conduits,pipes, ducts, etc. I. I . II I I I � I I B.Head ofrated wall openings between walls and connecting floors or roof assemblies: I I . I C. Ex0onsion joints, Infire-rated walls and. floors.. . � I II 11 I I I I D. Openings In shafts.or stairwells. - I . I I . I I I I �rated I I 2. ' , Products shall be as manufactured by United States Gypsum Company or USG Interiors, Inc. and shall I � � � I � I 11 � I I I . � I . I I I � I I I �� I I I . I � � 1 I . I I I I . � I I . I I I be installed In. accordance , with their' current printed directions. � I I I � I � I � � I � � 1, I . I � I I 3. materials shall be delivered in tIheIir orig1inal unopened packages and stored in an enclosed shelter I I I I I I I I . I � I providing protection from damage and exposure to the elements. . IAIll11 I I I I�11 I � - I I I . 11 4. . ProductIs: 'Forminmaterial to be Thermofiber SollnInsula.tionI unfaced4" thick I icksized for the g g , , , I I I I I 11 . I I I I ., I . . . I I I � opening. FirIest�oppin.g .to be Firecode Compound. I I I � I I � I I I I . I I larger than I I 5. Installation. Cut T� h,erm� allbe,r� Safing Insulation he opening. Compress ompress I and, tightly I I I I I I I � I � It fit the'insulation completelyaround or in the penetration. Apply Firecode Compound.into the penetration I 1I . � I . I opening on top of, the Sofng Insulation. Ensure that the compound is in contact With all surfaces and I I . I 1I 1 I �slightly that the entire openingis filled with sofing and compound. I . . � . � I I I I I SECTIONI 792I 0 -SEALANTS SEALA. NTS AND CAULKING I � I I I I I I I I I I I . � I I I I I I .,I . I I I I I I I I . � I0I I I I I I 11 1. ,WoIrk Included: .S. and caulking notcoveredby other sp.ecific trades' work. Other sections , . 11 I I I I I I � I I I ma mayspecifysealants or caulkinrelated. to installation of that trade's work, and in eneral requirements� of g � - � Iealants I Setion shall ` be followed..g I I . I . . � I . I� I .thi I I I 2.. SI—ealanIt�: ' RI C,#50I00. o11r, DAP "Flexi� seIal," one part poIlIy�� sulp�hide sealant, meIeItin,g reqIuiIcements of I I I Fedeal SpecificationTT-S-00230. Colorsshag match finished adjacent surfaces. .PI I I I I I I I I I I . I I I I I I I I I I I I I I � I I I I I I I . I I I I 11 I I I I I I � I I I I I I I I � I I � I I I I I I I I I I � � I . � I I � I I I I I I I I I 1 I I I I I I I I � I . I � � � I I I I I I I I I I I I � . I . � I I I I � I I I � I I I I I I I I � I r I I I . I . I I I � I � I I I I I I . . I � I I I I I I I I I I I I I I I � I � I � I � I I I I I � I I I . I I I I I - I I I I I I � I I � � I � I I � I I . I I I I I I I I I � I I I � � I I � I I I I I � I I I I I I I I I I I . I I I I I - . I � I 11 I I I i 7 I D E S 1 G N I � � I AP+I DESIGN, INC. 200 BLOSSOM LANE MOUNTAIN VIEW, CA 94041 I 650.254.1444 1 1 FAX 650.254.1411 1 � � I ��? I 11� , I , 4 1 V) I 11 4 t ,11 � , 'i GR (167",\ 11 "I � � If 11 I �c ,% ... 1 I , Lt I , 119e%,�' i�� , tf* - 'I , ; . � I " � ` I I .. I 11 Ing, 11 N , - - 11, 11 � % ,�\ , kj,�,o "), , , - Z , I I � ,��?,-_,_` , I I _ _ I I_ C; � I I � _ � _ I I LARRY GRONDAHL - I I I ' NO. DESCRIP'nON DATE I - ISSUED FOR PLAN CHECK 05.13.10 1 � I - PLAN CHECK RESPONSE 1 05.26.10 1 1 . � I I I � I - - - - � I � I I . I � I � � I I � L I I I I I . I I . I I I I I I � I - I I . . I— I I I I � . I I I � I I , - . - _ I I I . I I I I I I � I I I � . . I I I I I I I I I . I I I Ill, I 11 I . I I 11 I , . I � 1. �, . I I � I I I I � I . r I I � � I I � I I I I I I I . I I � � I � I I I I � I � I I I � I � I I � I I I I I . I I I I � I I I I I I . I I I � I . I I � � � '�,, ` �� , ,I �, : , ,1 '�,; i ", "", _': , I __1 I I I . � 1 13y.� I I I 11 11 I � I PROJECT: I It". N. APPLE MASS LABS , I I I 1 6 INFINITE LOOP . I I CUPERTINO . � � I � I I � I I � I I � I I � I I I CLIENT- I � � � I I I � I I � � I APPLE INC. - � 11 I I I I INFINITE LOOP . I I I � I CUPERTINO, CA I I I I I I I I � I I . 11 I r I I I � I I I I I SHEET TITLE-. I I I � I I SPECIFICATIONS I I I I I - I � � , I I � I I I . JOB NO.: 110114 SHEET NO.. I I � , DATE: ATE: 05.13. 1 o_ 1 SCALE: 0% IL %J, J, NONE iii I I I 1. I It I I I I 11 11 I . I � I � I . � . - It � � I @Copyright AP+I Design, Inc. 2010 I I I I I I I I . I I I I I I I ��7 �� Structural, Inc. STRUCTURAL ENGINEERINIT 17582 San Benito Way Monte Sereno, CA 95030 Phone: 408.399.0623 Facsimile: 408.395.0124 6 INFINITE LOOP CUPERTINO, CA SHEET TITLE: DATE: 06-01-10 SCALE: AS SHOWN LFCrEI�TD SYMBOL ABBREV. NOMENCLATURE ABBREVIATIONS: A.F.F. ABOVE FINISHED FLOOR A.D. ACCESS DOOR A.A.V. AUTOMATIC AIR VENT B.F. BLIND FLANGE B.O.P. BOTTOM OF PIPE C.F.F. CAP FOR FUTURE ;, CFM CUBIC FEET OF AIR PER MINUTE (E) EXISTING F.CP. FLEXIBLE COUPLING F.SW. FLOW SWITCH F.C. FLEXIBLE CONNECTION (F) FUTURE GE GENERAL EXHAUST G.I.,S.M. GALVANIZED IRON, SHEET METAL N.O.A. HAND -OFF -AUTOMATIC SWITCH M.& MOTOR STARTER (N) NEW N.O.,N.C.,C. NORMALLY OPEN, NORMALLY CLOSED, COMMON N.I.M., NOT IN MECHANICAL CONTRACT P.T. PLUGGED TEE P.O.0 POINT OF USE SE SCRUBBED EXHAUST T.V.,ATV TURNING VANE, ACOUSTIC VANE V.I. VIBRATION ISOLATOR W.T.,A.T. WATER TIGHT, AIR TIGHT BG BELOW GRADE GPF GALLONS PER FLUSH IE INVERT ELEVATION FF FINISHED FLOOR IS CURRENT SWITCH REFERENCE SYMBOLS �SECTION N0. SECTION REFERENCE ~"`'---SHEET NO. --DETAIL N0. DETAIL REFERENCE SHEET NO. SHEET NOTE REFERENCE TAG BUILDING NUMBER SYSTEM xx x EQUIPMENT DATA EQUIPMENT NUMBER (1-999) EQUIPMENT ABBREVIATION E� � Hwy _ BUILIDNG 64 CHILLED WATER SYSTEM �2 -PUMP N0. 2 HVAC SYMBOLS: QL DESCRIPTION SYMBOL DESCRIPTIQN SUPPLY AIR DIFFUSER (SAD) ® RETURN AIR GRILLE (RAD) EXHAUST AIR GRILLE (EAG) 0 THERMA FUSER ® MCD DIFFUSER -�-- SIDEWALL SUPPLY AIR DIFFUSER (SWD) - --4,- SIDEWALL RETURN AIR GRILLE (SWG) DIFFUSER THROW, 3-WAY INDICATED —�-- MANUAL VOLUME DAMPER (MVD) SUPPLY DUCT RISER RETURN DUCT RISER ROUND DUCT RISER 3" X le DUCT, WIDTH X DEPTH (PLAN VIEW) NEW DUCT (DARK) EXISTING DUCT (LIGHT) x-x--* x DEMOLITION INDICATED BY A SQUARE TO ROUND DUCT TRANSITION RECTANGULAR DUCT ELBOW WITH TURNING VANES ROUND DUCT ELBOW RECTANGULAR DUCT ELBOW WITH FULL RADIUS TURNING VANES THERMOSTAT Q--- FIRE DAMPER COMBINATION FIRE/SMOKE DAMPER ZD ZONE DAMPER 7 SINGLE INLET VAV BOX WITH SQUARE TO ROUND ? SINGLE INLET VAV BOX WITH HEATING COIL AND SQUARE TO ROUND DOUBLE DUCT INLET VAV BOX WITH 9 SQUARE TO ROUND SYMBOL ABBREV. NOMENCLATURE PF & ID SYMBOL CHANNEL TYPE CHANNEL NO. Al AO DI DO RI RO INSTRUMENT SYMBOL $ FD FIRE DAMPER FLOW ELEMENT FI FLOW INDICATOR �- FLOW TRANSMITTER i LS i LEVEL SWITCH HS HAND SWITCH IS CURRENT SWITCH SD SMOKE DETECTOR PDI PRESSURE DIFFERENTIAL INDICATOR PDIT PRESSURE DIFFRENIIAL INDICATING TRANSMITTER pI PRESSURE INDICATOR PDS DIFFRENI1AL PRESSURE SWITCH CHWS CHWS CHWR CHWR CR CR CD CD G G HHWS HHWS HHWR HHWR JWs JWS JWR JWR DCW DCW SD SD ICWS ICWs ICWR ICWR CHANNEL IDENTIFICATION TAG ANALOG INPUT CHANNEL (4-20MA) ANALOG OUTPUT CHANNEL (4-20MA) DIGITAL INPUT CHANNEL DIGITAL OUTPUT CHANNEL RELAY INPUT CHANNEL RELAY OUTPUT CHANNEL LOW VOLTAGE WIRING POWER WIRING PNUEMA11C TUBING INSTRUMENT SYMBOLS ppT DIFFRENTIAL PRESSURE TRANSMITTER AV AUTOMATIC VALVE TCV TEMPERATURE CONTROL VALVE TEMPERATURE TRANSMITTER TEMPERATURE INDICATOR VARIABLE FREQUENCY TS DRIVE TEMPERATURE SENSOR HT HUMIDITY TRANSMITTER pS PRESSURE SENSOR TEMPERATURE/HUMIDITY pT SENSOR PRESSURE TRANSMITTER Hp HEAT DETECTOR CHIIIED WATER SUPPLY CHILLED WATER RETURN CONDENSATE CONDENSATE !" i GAS (NATURAL) HEATING HOT WATER SUPPLY HEATING HOT WATER RETURN WATERJACKET WATER SUPPLY JACKET DOMESTIC RETURN } WATER SANITARY DRAIN • r INTERCOOLED WATER SUPPLY IUTETCOOLED WATER RETURN LWEM SYMBOL ABBREV. NOMENCLATURE S S SANITARY DRAIN SD SD STORM DRAIN V V VENT RO RO REVERSE OSMOSIS WATER WHV WHV WET HOUSE CLEANING VACUUM (5" HG. NOM.) VALVES &PIPING SPECIALTIES NEEDLE VALVE _k GAS COCK ® VRI— FLOW CONTROL VALVE (B & G CIRCUIT SETTER) SWING VALVE BALANCE VALVE PRESSURE REDUCING VALVE �- STRAINER W/BLOW DOWN EXPANSION COMPENSATOR ALIGNMENT GUIDE ® PIPE ANCHOR PNEUMATIC OPERATOR ----- VALVE IN PIPE DROP MANUAL AIR VENT, 3/8! BALL W/DISCHARGE TO DRAIN CONCENTRIC REDUCER BUTTERFLY VALVE . _..-...� �. OUTSIDE SCREW & YOKE GATE VALVE -- -- FLOW METER PRESSURE REDUCING VALVE (PILOT OPERATED) SOLENOID VALVE ® F-- FLEX CONNECTION BASKET STRAINER ORIFICE UNION TEMPERATURE/PRESSURE RELIEF VALVE AIR FILTER REGULATOR — POC POINT OF CONNECTION SUCTION DIFFUSER SUCTION DIFFUSER STEAM TRAP ASSEMBLY INVERTED BUCKET STEAM TRAP FLOAT & THERMOSTATIC STEAM TRAP GAUGE ISOLATER FLOAT CONTROLLED VALVE THERMOMETER WELL T PRESSURE TAP, PETE'S PLUG UNION PIPE ANCHOR SLOPE LINE DOWN IN DIREC11ON OF ARROW ECCENTRIC REDUCER AIR ELIMINATOR CIRCUIT SETTER M ELECTRIC MOTOR OPERATOR FS FLOW SWITCH GATE, ANGLE GLOBE `......_..��'-'__. PLUG RELIEF OR SAFETY PILOT OPERATED s PRESSURE REDUCING SOLENOID VALVE HAND VALVE (BUTTERFLY) PRESSURE RELIEF VALVE GLOBE VALVE TEMPERATURE CONTROL VALVE DIAPHRAGM VALVE EMERGENCY SHUTOFF VALVE GATE VALVE NEEDLE VALVE -" BALL VALVE i i i 1MECHANICAL LEGEND,INDEX, SYMBOLS : " MECHANICAL SECOND FLOOR " DEMOLITION MECHANICAL SECOND FLOOR�� MECHANICAL DETAILS & SCHEDULE i 1 i } i R} ■.• i iillolklo0w MRSIRMIllif DRAWING NUMBER KEY X X I X X X X SUFFIX (D=DEMOLITION) FLOOR LEVEL (PLANS) CONSECUTIVE NUMBER (NON -PLAN DWGS.) (AREA DESIGANATOR FOR PLANS) TYPE DESIGNATOR (PLANS, SECTIONS, DETAILS, ETC.) BUILDING NUMBER DISCIPLINE (MECHANICAL, PLUMBING, FIRE) M=MECHANICAL 1 SITE (PLANS) P=PLUMBING 2 FLOOR (PLANS) PP=PROCESS PIPING 3 SCHEDULES 4 SECTIONS & ENLARGED PLANS 5 DIAGRAMS 6 DETAILS O=BELOW GROUND LEVEL 1=GROUND LEVEL 2=SECOND FLOOR 3=THIRD FLOOR 4--ROOF PLAN CONSTRUCTION PHASES. MCP-o MECHANICAL WORK iBUILDING IHCP-li, ■` t#ice i• ..i QUADRANTS: •, GENERAL 1. ALL MATERIAL EXPOSED WITHIN THE DUCT OR PLENUM, OR APPLIED TO THE it OF DUCTS, SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPEMENT RATING OF i MORE 602.2 AND .f 2. ALL DUCTS SHALL BE CONSTRUCTED AND INSTALLED PER CMC 602TO TABLES 6-1, 6-2 i' rEXPOSED DUCTS SHALL BE GALVINIZED STEEL 24 GAUGE OR THICKER. ALL FLEXIBLE DUCT IS INSULATED WIRE FLEX. 3. ALL COMBINATION i DAMPERS SHALL BE LISTEDHOUR RATED INSTALLATIONFOR USE IN 1 HOUR AND 2 HOUR PARTITIONS. 4. i" THE COMBINATIONFIRE/SMOKE DAMPERS EQUIPMENTIF REQUESTED BY THE CITY INSPECTOR AT THE JOB SITE. 5. ALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND PROPERLY LABELED CEC 110-2. t s� V �C\2 o "� W/ s �^ll �-4 ..... as cn 3: wcn Ld r r .. r .• • r ce i r r rK u rr r .' uj r • •r =%' w . , _ dit L r r _ LLJ •o r 1 rr A r r r �' • D $. ate: Lli Y o z Lj- _o LJ Z . OE cf) a O � a z 0 0 - a— F co a � 6' f• + r # r r SCALE: 118"1 M umciall"Willb wa V) LL, Ld > 0 V) z o :.z u x P: o D r) z 0-4 E-4 0 0 ry n ry o Ld — L, ry :E ry C) Ld Ld r), < Z PIP Q- ui z 1- X EL• (f) C.) • E-I 0 cr) Z,5 Z • y -5 rii Ld V) ca • (A Ji 00 P114 •ry �7- () ry 0 I ry V) L.Lj L d F- CL ry ry Cf) I n IAJ (f) z Ld > • ry 0 x W co LL- "5 o Ld z o • • Q:� C) co 0 0 SCALE: 1/8"=lW 2-z22130 1 111, 1 a 1. ONLY !SE ITEMS SHOWN BOLD ARE PART OF THIS ISSUANCE. 2. ONLY fSE KEYNOTES WITH CORRESPONDINGON THIS DRAWING APPLY PRIMARYNOM9 CONDENSATE DRAIN LOCATION. I SECONDARY CONDENSATE DRAIN TO, lq> SET TO 30% MIN. FLOW',TO SERVE AS i Ell 2705-®r,8 LLj i t y i i oz t t i t -r1. LLJ • t uj Lj i i i t t i i Ld t + Lu tt ti t t 00 ry r LLJ iry - dob t i i t • t • t i I i� • lff I L co 1 o t i t i n uj V YJ LLj w � LLj a. �c cs a ® vt w Z wV to Q CJ i t z cs Co r � cep LO C '`�• 0 CD m co o a 4.- m m A° cn ca }; z w w m 0 z 0 vi w w w JOB NO: M2,2 1-1%2" WIDE X 26 ga. STRAP ACOUSTICAL FLEX SCREWS MINIMUM 3-per JOINT ALUMINUM FLEX FASTEN TO T-BAR w j26ga. STRAP, & #8 x 1 f 2" SCREWS. 2-per REGISTER. { ALTERNATE - USE CADDY FASTENER #515A } SUPPLY OR RETURN T-BAR REGISTER (TITUS OR EQUIVELANT) FLIMLE DUCT -CONNFEHON DETAR, SCALE: N.T.S. r i . , r I In mom HILTI 1 /2'° WEDGE ANCHOR KWIK BOLT MIN. 3 1/2- EMB. 1000 LB. WORKING LOAD --� {TYP.} V.I. SEE 2/M6.1 NUT WASHER & 1 f2- ALL THREAD ROD LOCK WASHER f-21* LENGTH 3%16" CABLE -- 1 i DOUBLE NUT WASHER & I j // LOCK WASHER (TYPICAL) L A1200 HS STRUT TOP & BOTTOM OF UNIT SHT. M1L WELL FOR COND. PUMP WHERE PUMP IS REQUIRED ONLY 1 1 /2» DEEP DRIP PAN .DI e ! ALIGN HANGER DROPS W%CENTER OF FLUTE AS SHOWN SCALE: N.T.S. 1/4' CLEAR _ 1' CLEAR SCALE: N.T.S. SHUT OFF VALVE (TYP.) PETEPLUG' (TYP.) SCALE: N.T.S. 1 0) zi Ki I !rIa "" iNSION BOLT 3ER ISOLATOR. IN PCHS-A-400 PANDECK NUT WASHER & LOCK WASHER MANUAL AIR VENT UNIOIN (TYP.) 0 0 U E 2 =Q o ® 1 LO F, �4-j fft"""'111 T V! .52 a� C3 ®� U)o LAJ Ly- *. ) r ( �r Lf .r IAJ • i M Lij r f rr rr .. cn r i1 Of ~ .. LL-Ll- „r LLJ r • r 1 • r r r _ r LLJ LLj '+N r • _X LLJJ LJ 1 r♦ r �^ a r I-- w � o c ca c� LLJ 0 LLj LLJ cn w V) cL e Lp