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2414 French Ave - 96-000876 (1996) (AUTOZONE) (NEW COMMERCIAL) (A)ZONE CONTRACTOR ADDRESS DATE / -,;(q PHONE # LOCATION OWNER C4 xu-JL. k=ar SUBDIVISION: PERMIT # `7 te., -0 7 & LOT NO. / JOB EPIC &)' BLOCK: SECTION: COST $ cV ) SOUARE FEET: FEE $ -3 MODEL: ADDRESS Q-i2 r Lkd wv i , I., STATE NO. PHONE #-/ yQ - 2 e - -123 Sf O-LUMBING CONTRACTOR i.Gl a QC -c'"a-6--) FEE $Z Z ADDRESS PHONE # l T ELECTRICAL CONTRACTOR ADDRESS PHONE # ^ n 9 )35 MECHANICAL CONTRACTOR (5n0I k--Qn 'Y)Pn I l iJC cS 4r ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE- 0 FEE $ / ! v cT'a FEE $ 70 OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY CZ.. FEE $ ENERGY SECT. q b--! iq Co 4- 9&- EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ FINAL DATE 91 1 P r ' DATE STARTED' D clnr of sanlFoRD. FLORIDA Request for Finns InspectIon fou- Certificate. -of -Q.ccupncy ADDRESS: 414 The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department.' After your inspection, please come to the Building Department to sign -off -on the Certificate of Occupancy, or submit'a certificate of occupancy addendum if it has been denied. Your prompt_ attention will be appreciated: Thank you. DISTRIBUTION: Engineering Department Fire Public Works• Utilities/Cross Connection Zoning off. m CITY OF SANFORD. FLORIDA Request for Final inspect -Ion for:- tifi Carc --of -R.ccopancy c Aj e,,) Lj--e- The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department." After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated: Thank you. DISTRIBUTION: Engineering Department Fire Public Works / Utilities/cross connection v Zoning IBC mt an .e I I.c o RC rrna an t -all I9 pa 11dglq(9 ,ej DATE STARTED / `0 CITY OF SANFORD. FLORIDA Request for Final Inspection for:- 11 RertIfic.ate of ftcup anc.y AD The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department.' . After your inspection, please come to the Building Department to sign - off on the Certificate of Occupancy, or submit a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department Fire Public Works Utilities/ Cross Connection Zoning DATE STARTED: O CITY OF SANFORD. FLORIDA Request for Final Inspect -Ion for: tificercate .of °Rncuancy S A ae ue- 4 14 rne oe The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department.' ' After your inspection, please come to the Building Department to sign -off on the Certificate of Occupancy, or submit'a certificate of occupancy addendum if it has been denied. your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department (fzA%> Fire Public works utilities/Cross Connection Zoning OWNER: y ADDRESS: DATE: S-,, l'RGi G REASON FOR DISAPPROVAL: CONDITIONAL AGREEMENT: '+ - Sl&"yz 3? I+c r 3w-&-.Ww Silk 1 1 f N W tt rH W JI TC 14A U'S A 1) 6-W&,% 01F Og4+4Crx4 t`7R1VcsWik/ AWGtwE/nnF t/KP7oyir—dro4-14 AS L R1ur livuow/+jS 'r Z FIRE DEPARTMENT PUBLIC WORKS UTILITIES 16/ g( o ENGINEERING Aofv2bov P. O. Box 2198, Memphis, TN 38101-9842 / (901) 495-6500 April 01, 1996 Sanford Building Department P. O. Box 1788 Sanford, Florida 32771 AutoZone will not occupy or make retail sales from AutoZone #`401 location at 2414—_-----,Ll French Avenue in Sanford, FL until certificate of occupancy is received. If you have any questions, or need additional information, please feel free to contact me at (901) 495-8845. Thank You, AutoZone, INC. Jim Dobbs Director Of Construction THE BEST PARTS IN AUTO PARTS SIGNATORY STATEMENT 6" I, Kathy L. Granger, Notary Public for said County and State certify that Jim Dobbs personally came before me this day and acknowledged that he is a representative of AutoZone, a corporation, and that by authority duly given and as the act of the corporation, the foregoing instrument was signed in its name by its Director of Construction. State of Tennessee, County of Shelby: Subscribed and sworn to before me this (!St day of , 10t? C . -Cq&A Coordinator) Notary Public My commission expires: Ally Commission Expires June 23,1998 Revised December 04, 1995 DATE STARTED: CITY OF SANFORD. FLORIDA. Request for Final InspectIon for.. Certificate-.af accupatcy ADD A,),c,j u-c_ The Building Department has prepared a certificate of occupancy for the above location and is requesting a final inspection, by your department. After your -inspection, please come to the Building Department to sign -of f - on the Certificate of Occupancy, or submit'a certificate of occupancy addendum if it has been denied. Your prompt attention will be appreciated. Thank you. DISTRIBUTION: Engineering Department Fire Public Works utilities/Cross Connection Zoning, / CAI 11 j- 04-02-1996 09: 38AM FROM AAGAARD R ERGENSEN I NC . TO APR-ai-6R i•ev FRvx•+w'svzo s ta•aaioeseao 3305677 P.02 PAGE Z/3 P. Q 6ac e+ae. MNnpN TN a9101-seaz / ("j) 4V*4W 0 Agal 01,1996 Sanford BuUdit Dqpwmam P. O. Boot 1788 Samford, FWd& 32771 A=Zoae will nat omw or make retail sales fi m AuooZoae NMI loco= at 2414 French Aveaua m S=fo4 YL vats! cemfiwta of occgamy is rem"& If You b8m MY Rom+ or need ad&*nd mfoormaaow please fed free to ,anted me at(901) 495-8345. Tb mk Yon. AuU95me, INC 4 &91.,/ Am Dobbs Director Of Coosti'ndam THE BEST PARTS IN AUTO PARTS I 1,'04-02-19% 09.38AM FROM AA03PARD JUERGENSEN INC. TO 3305677 P.03 r i 7 s S9 FROIt.IWTOZONB In.180149sums? PAOB 3OP3 ApR O t -96 UGNATaRY STATEMENT 1, Katby L Q=gw, Nowy P&ft for uM Covatty mW State ow* that Am Dobbs pasmoW was bafm me this dq and admowledpd t6et he is a rograwaam of AI 1<t oum a corporadm and *9 by d* im and as the act of tine oorpoaatiM the fore ft iabuaeat was *Wd in its awe by is Dileckw of C stuction. Sums of Twoomm, County of Sb Oy: 8ub9mbed and sworn to betbre ais ft (- dap of 1!'t___ ? MY ooa moisioa ' I6r0oeal doa Dpks lone th t99h Iada>DftwhwQ%taus TOTAL P.03 ENVIRONMENTAL• •• CONSERVING ENERGY TODAY FOR TOMORROW Date: March.25th, 1996 To: City of Sanford Building Dept. Pcrmiting Official Rc: Autozonc Sanford I hereby authorize Wes Westervelt to act.as sole agent for the purpose of obtaining mechanical permits for the Autozonc parts store in Clermont under the license of Environmental Systems & Controls Inc. License holder Randle R. Johnson state cert.# CAC 048071. - Signe Ran . J Notary STATE OF FLORIDA <. COUNTY OF Pa The foregoing instrument was ackn wledg fi fON mIf61! d by G who is Persona known to me, or has produced # as i^ n6hcaion & w id 'd 7 take an oath. ARCHELE A. JOHR a;il"InN M CC 431405 WIFES. AO 24 1999 a; a`' Od Thru lomp PuM undeMatoil 4 ' _ j 5534 OCEANIC RD. • HOLIDAY, FL 34690 9 (813) 943-8333 9 FAX (813) 942-6366 CITY OF:SANFORD, FLORIDA PERMIT NO. /. " l DATE 3-2-6 /cam THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME _ A010 70AVe-- ADDRESS OF JOB 2 MECHANICAL CONTR, NIA RESIDENTIAL COMMERCIAL v Subject to rules and regulations of Sanford mechanics code. NATURE OF WORK 40 COMPETENCY CARD NO. CITY OF SANFORD, FLORIDA APPLICATION=FO1?`8UILDING PERMIT c rr b a U 7 b O w a a O PERMIT ADDRESS rh-j„Q 317 71 PERMIT NUMBER Total Contract Price of Job / 800 Describe Work Eno Type of Construction Number of Stories Occupancy: Residential Number of Dwellings Commercial Total Sq.-Ft. q"r-lm ZD Flood Prone (YES) (NO) Zoning Industrial LEGAL DESCRIPTION (please attach grintout from Seminole County) TAX I.D. NUMBER L%, Q 0 • Ei Z © • 00 OWNER R[y PHONE NUMBEO)> 3Z S 5•Z%/ ADDRESS CITY STATE i ZIP 3 8 /O 3 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY STATE ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE ZIP ZIP ZIP CONTRACTOR '- o,.,if % . }'7a,4,,,i PHONE NUMBECTO(Y )z4a ADDRESS . 7- 0a4_ id -117 ST. LICENSE NUMBER CITY C>• STATE `rC- ZIP 3 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information.is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:• In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF I THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 0- 3 POZ n 1 < M o jk" 4n' Si at re of Owner/Agent & n P V ('T R A V-e Type or/Print Owner/Agent Name Signature of Notary & Date Official Seal) MY Commission Expkes. August 12, 1299 JG fD ort n01 Signatu a of Contractor "& Date 0 b Ty r Print C n actor's Name O x 3 n D Sign• turd S fl •' : d Tlw NOWY Pubic Unftwdbn Application Approved BY: Date: Z/W& FEES: Building .33.1717 Rado Police Fire Open Space Road Impact Application PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) a 4 z THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE y._ GARY'S QUALITY SIGNS, INC. 1725 SO. NOVA RD. #D-10 SOUTH DAYTONA, FL., 32119 B - (904) 760-9433 F - (904) 322-9719 PERMIT AUTHORIZATION DATE: FEBRUARY 21, 1996 COUNTY/CITY: CITY OF SANFORD; I, Gary D. Farler hereby authorize Jonathon J. Hasbrouck to obtain and sign any and all information pertaining to permits for signage in my behalf, under my License # 394 City of South Daytona, for the job described as follows: JOB LOCATION DESCRIPTION: OWNER: AUTO ZONE, INC. SITE ADDRESS: AUTO ZONE 2414 FRENCH AVENUE SANFORD, FLA. TAX PARCEL # : 6 ' / - 3 '%' `S v- oJ vcO TYPE OF PERMIT: SIGNAGE OTHER XXXX License Holder's Signature: JM,4 -)-YaAL Date: 02/21/96 This foregoing instrument was acknowledged before me this ,e wis by Gary Dale Farler, who is personally known to me or who has produced 1` ( type of I.D.) as identification and who did/did not take an oat vo1`a Cep oq NOTARY PUBLI WITNESS: N PATRICIA M. SAL'[$_ _ EMxZ0NMM10qNCC t EXPIRES: October 29.1997 Bon*dThro NOWY Kl* "1AAft CITY OF SANFORD, FLORIDA PERMIT NO. r 0C9 DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME IU 1-0 GON ADDRESS OF JOB- ELEC. Subject to rules and regulations of the city and national electric codas. Number AMOUNT Alteration Addition Re air Chanve f Service Residential Commercial Mobile Home Factory Built liousiniz New Residential 0-100 Am Service 101-200 Amp Service 201 Amp and above New Commercial 4MO Amp Service Application Fee I TOTAL By signing this application 1 am stating 1 will be in compliance with t euilafng Official STATE COMPETENCY NO.4FC'-0o00,-5, Go ' Slgrz, Inc., 1A725 S. Novo Rd. 0 S. sp9 yu aon a, FL 32119, Ph. (904) 760 9e433, Fox (904) 522-9719. 1 L 6'f:- C7, 11" vva aJ-.4- Not to Scale Ground Sign Copy (2-sides) Au 10—AP Sheet 1 of 1 CITY OF SAiNFORD, FLORIDA APPLICI TIOIZ YOR BUILDING PERMIT PERMIT ADDRESS yam• Total Contract Price .of Jo fsvc7 Describe WorkC. t Type of Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS PERMIT NUMBER`"' r Total Sq. Ft. /"7Q?5 L Flood Prone (YES) (NO) Number of Dwellings Zoning Commercial Industrial lease attach printout from Seminole Count, O'0LJ 0 PHONE NUMB(R 05-'- S, STATE Tom,,, ZIP .5'ti/03 CITY STATE BONDING COMPANY ADDRESS O.I-TY STATE 0 ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR J PHONE NUMBER(fO V76 0 l ADDRESS ' W ST. LICENSE NUMBER CITY S w STATE A-t_ ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information.is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE:'In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. r•s*wr*tt******y r*t***w*s****ww**r*rw*r*:*******w***s****w**rr*******r****trr****t 4 ro z a G crouoa Si at re of Owner/Agent & Date S' atvre of ntrJactor & D to M ooi V S ylCi. v GSc7'r' a.e' V Ul d OWN 4 G 1 V / Type or Print Owner/Agent Name or Print ontractor's Name t7 x 11;211(* lql Signature of Notary & Date Si natur of Notary & Date Official Seal) O ficial Seal) IC k C o. 3 0 4 ri bw Ir O q W m 0 0 z a H MARY L. MUSEMYCommissionExpiresAugust12, 1998 :_ ?.1' GM M=1oN0CC4=W l /- EXPIF B: Awo 4, ing Z_-AApplicationApprovedBY: _25Date: l FEES: Building 07,q,1) RadoV Police Fire/ r Open Space Road Impact Application 6 PERMIT VALIDATION: CHECK CASH DATE BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) a• THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE 4f GARY'S QUALITY SIGNS, INC. 1725 SO. NOVA RD. #D-10- SOUTH DAYTONA, FL., 32119 B - (904) 760-9433 F - (904) 322-9719 PERMIT AUTHORIZATION DATE: FEBRUARY 21, 1996 COUNTY/CITY: CITY OF SANFORD; I, Gary D. Farler hereby authorize Jonathon J. Hasbrouck sign any and all information pertaining to permits,for.°.si( behalf, under my License # 394 City of. South Daytoria,stfor" t described as follows: 1 JOB LOCATION DESCRIPTION: OWNER: AUTO ZONE, INC. x SITE ADDRESS: AUTO ZONE 2414 FRENCH AVENUE SANFORD, FLA. TAX PARCEL # : 3 ' — r — - 5 L J c70 TYPE OF PERMIT: SIGNAGE XXXX OTHER 5' License Holder's Signature. Date: 02/21/96F This foregoing instrument was acknowledged before me this a\ `c. \v by Gary Dale Farler, who is personally known to me or who has produced type of I.D.) as identification and who did/did not take an oat Vo• C . , NOTARY PUBLIC C v wq (C PATPJCIA M. SAL i , ` IQN / fx MA E - {a ecPff: oMW71 2,1W WITNESS:P r fi fed Thm Homy ftffo 7 -1 1.11.....q......q.1............................11......................1.............. Il..lt.............t.....ttl..1...1...\\1....11l.........l lt......tq........... 1tt..1.l.....t.ttt.....t.l.t...t...1.....1....Ill 1.lt,.... Ilttl........t.l.....................11..tt.t.l....ttt.q.tttt.t....t. Il..lt.....t.t...tttlone 1.........11.1 11.........ttlW.tt...t...... It...... 1........t........1.......Iltl 1 t.t...t...t......t.l..t...... 1 MAJFAA 1 REVISI^` 04/ 27/95 2. 3. 4. NZ AUTOZONE STORE DESIGN LETTER OF TRANSMITTAL Department 4020 ARCHITECTURAL TEAM OF: 60 Madison Avenue George Callow — (901) 495-8705 Memphis, Tennessee 38103 Wade Davis — (901) 495-8701 Fax No.: (901) 495-8901 Christi Poplawski — (901) 495-8722 TO: GARY WINN COMPANY: CITY OF SANFORD ADDRESS: 300 N. PARK AVE. CITY ST: SANFORD, FL. 32771 PHONE: (407) 330-5658 RE: AUTOZONE 2414 FRENCH AVE. SANFORD, FL. 32771 DATE: 10/30/95 JOB NO.: 2401 We are sending you: Attached Shop drawings Copy of letter Other Under Separate Cover via Prints Samples Specs Change Order REMARKS: ENCLOSED, ARE (3) THREE SETS OF THE REVISED BUILDING SHEETS FOR THE NEW AUTOZONE STORE LISTED ABOVE TO OBTAIN PERMIT APPROVAL. IF YOU HAVE ANY QUESTIONS OR COMMENTS, PLEASE CALL ME @ 800 — 285 — 2223 EXT. 8701. THANK YOU. GEORGE CALLOW WADE DAVIS CHRISTI POPLAWSKI CITY OF SANFORD FIRE.DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: / i. PERMIT BUSINESS NAME: /' % % .GL ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNTS AI S. 2R COMMENTS:Kn„STi,/c / 7a Ri 6 .S9 zi Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Applicants Signature 01-29-1996 11:47AM FROM AAGAARD JUERGENSEN INC. TO 3305677 P.03 ' CEKINOLE: COIJN1 Y GOVE:RNMEN't FEES RECEIPT CQUOTY NUMSER.......; SfSt37_ DATE: 12/21/?5 FFE 3'TATFMEN'T NIIMBER! -Y6_99 rQ9 TIME: 8:4912;5 t kla Tt-T PIUMBER. - .... ; ---Z3399... JURIS: Sanford t'vm. IMPACT FEE..: PRESENT BALANCE" DUE*: C1•tfCK..... ..........: CHECK NUMBER..,.....: COLLECTED FROM......: AMOUNT RECEIVED..**$ NEW BALAN(:E..........: QQ 31t851907 674151 AUTO ZONE 0 31.851.07 31s851:43__ S%7 31P851107 COLLECTED We. . . . . . . . : PAW I)TSTRYBUTION.....,..: 1 COUNTY - AFPI_ICANT 3 -- CITY 4 COUNTY rtllf-*Twm51L: 01-29-1996 11:46AM FROM AAGAARD JLERGENSEN INC. TO 1 3305677 P.01 AAGAARD-JUERGE SENt INC GENERAL CONTH 'TORS Ccicphonc (407) Z99.1550 FAX (407) 298-1445 TO: FROM: % AAAoru DATE: P.O. Box W7156 Orlando, Florida 32860-7158 NUMBER OF PAGES TO FOLLOW INCLUDING COVER SHEET: -3-7 IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMITTAL, PLEASE CALL 407)298-1350. ORIGINAL OF THIS TRANSMISSION WILL WILL NOT BE MAILED BVTLlR PRE ENGINEERED STEEL BUILDINGS 01-29-19% 11.46AM FROM AWiMl) JLERGENSEN INC. TO 3305677 P.02 C011141T OF St.I1.INl71 f' 1 MPAC f r F'Ii tunic MC NT tq'ff:.MFNI NI!Iihl:.t:: 9t0-00394 1:1!Jt.'iatca APT'1 lrnT-tim *: I20TV i+•I1.I.1JTNti PF."Roi T NUMI:FR1 NONE TIAll:T TIFCF_MBFR 21, colINTY NUMbFR: J !I ! 11PPRETISI 2414 FRENCH AVE: 1R:9r FI1: Z4•Ior: 05S .IURTSDICTIMI: 06 S;Iof ord I !;: 1 H '1 W' I ;:1 RNO T 30 5UF I PARCF!.. I 11 fI-.I t: V I 9ION: 000 TRACT i 1'1 Al BfILiK: PLAT BOOK PAOF: D1. DICK 0090 LOT: 001.) I;t; IF R NitiMf.:: AUTO ZONE A>111RE55t PO BOIL 219E Mi:Mr•141S t1`F'1_T.+`Af1T NAME, AASAARD JUI:RI;FNSF.N 104C 441ORF.Sr.: PO BOX 607158 ORLANDO FL 3286071!;tt I /T(1•:: U r• I U6M{F:r:CIAi_ Ret. I I JORK ItFSCRTPTIr1N: NEW RONSTRUCIInN VENFFIT PATE CAI.f,ULATION K TOTAL.-I!IJE rrf I DTS'f SC."ViIULI:: P.",`8 ARrkr,1At. 5 I:n-•tdiDf" ORDINANCE figAU; 3 t'Ul..+..ECrnR8 NORTH ORDINANCE `i aSB.U:i I I I+NAT<Y N/A :. Ou 7c" allf.ri, N/A A1401INT DUE 8S3 .07 6 / L__ k'IGpAfIJRF.... --- --X.^------_. FI_ EA!it" PRINT NAME) IlA' f F: Z1 =T.' . t!!) T1: 'f0 F'k.Cfc1V1NG 91CNATORY/APPLICANT'! FAILURE TO N071FY OWNER AND LtJ^+!^. 1)MIa.Y PAYMENT MAY RESULT IN YOUR LIABILITY FUR THE FEE. Ilvw* IT, 17RIPUTIVNI 1•-COI.II+TY 3•'APF•t. cANr t; I TT 4-COUNTY r!'? 1:!:N:; AR6' AiIV I SEu THAT TF11 r, IS A S T AT UME147 E1F F EE•S PUF UNDER THE N- 14tNIII..E COUNTY ROAD, LIBRARY ANP/EIR EDUCATIONAL_ (SCHOOL) I Iit-mi 1 rev TTrmomI}t:rs. FEES ARE DUE AND MAKE PRIOR TO ISSUANCE fir' 4 !=Ulli,0140 PFRMIT.. t+ k1' ALUO AI)VISED THA1 ANY RIUMS OF 1111: APPLICANT, OR OWNER. Tr! APU AL. TIIF CALCULATION OF ANY OF THE ARUVF_ MENMINFU IMPACT FFF_S PRIS' Pt: VI(FRUISED PY FIl.1140 A WRITTEtl RFOUFC:T WTIHIN 43 C t.ENIIAR 1!:' IY9 t I' THE. RF.CF1V7140 SIGNA7URE DATE AT.'QL'F ' TIUT NOT LATER THAN r: t:RTTI"tCnu UF' OCCtlF'ANCY OR UCCOPANCT. fNE REULIEST FOR REVIEW IlV! 3'f I!f".T TFIC Rr nUMMFNTS OF 71+1- 1':OU117'Y L INU i'F.IT•,1_pt'MEt}T co.m. IIlN1--..^•. ur F.UI"FS 1tOYF.RN)NO Al"PE•'`.l.S MAY RF- r'ICr.F:1' llf', Or; REt}UFSTFf', 1Hr: PLAN TMF'I..EM[NTATIUN OFFIf:E:t 1101 rA!71' FIR!51 57REETv I < NFflf{'I FI_ ; 327T11 321-11301 1'X1' 7356. 1'' 1 r:1F.'NT SHI)LI( To BE MADE TOI C I ! Y OF ;:At.lt"I, V AVI I O NR PEPARTMfa! i 300 NORTH PARK A:'FhlUf: SANFORTI, Fl 32'1'71 f' e1rN!:4T S'1401I1..11 BE: BY CHE1:K OR MPNEY Ufi:'f_I2 AND !lIllIII.1v REFERENCE 1 W. I;i111NTr Nljr4Pr F% AT THE TOr RIGIIT OF THE UnTJCF AVII iHt'. STATEMENT VUMT' R.R AT 'THE TIIP L.FFT OF THE NOTICEp AS Wt:L.1. AS Yt1UR CITY BUILDYNO 11:" Ml l NUMN R. it— l'IIT!i !;TATEM01t 19 NO LONGER VALIE, JF A ''IJIt !!1Nli PERMIT 13 NOTII** IJ. ITHTN 60 UAI.FNPAP. DAYS nir 1141: PErIF1VI+4'I SIGNAIURF. TIAIV ARUVF.' DETAIL OF CALCULATION AVAILABLE UPON REQUEST, GALL 371-1130#X7356, I I POWER OF ATTORNEY RAMCO FORM 40 know All Men IN These `resents That AAGAARD-JUERGENSEN, INC. . has made, constituted and uppointod. and by these presents does make. constitute and ap- point Mathew N. Thomas true and lawful attorneyfor and in name, place and stead WALTER K. JUERGENSEN, PRESIDENT, GIVES AUTHORIZATICN-70 TAKE OUT A BUILDING PERMIT FOR AAGAARD-JUERGENSEN, INC. FOR: AutoZone 2414 French Avenue Sanford, FL 32771 giving and granting unto Mathew N. Thomas said attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises as fully, to all intents and purposes. as he might or could do it personally present, with full power of substitution and revocation.'hereby ratifying and confirm- ing all that: Adthew N. Thomas said attorney or substitute shall lawfully do or cause to be done by virtue hereof. In 1011ness Thereof, seal . the 26th ' day of January hundred and ninety-six S e presence of state f FLORIDA County of ORANGE Pe It KnOwll, That on the 26th have hereunto set his hand and in the year one thousand nine GG C• 1E3,D 7 GENSEN, INC. j ....................... ( L. S.) WALTER K. GENS , PRESIDENT Y day of January thousand nine hundred and'* ninety-six .'before Me, Joanna Profita a Notary Ill and for the State of Florida duly commissioned and sworn, dwelling in the personally came and appeared Walter' K. Juergensen One to me personally known; and known to rie to be the same person described in and who executed the within power of attorney, and who acknowledged the within power of attorney to be his ' act and deed. In Testimony 10hereof, l have hereunto subscribed my name and anlxed my seat of office PA thedayandyearlastabout`*en; JOANNA PROFITA My Cornminion CC81992d•.,`.ld+srXx?....yl....................... (L. S.) o' Expkee Dec. IS, 1999 r lF 0, CITY WATEVAVAILABLE NO CITY OF SANFORD, FLORIDA CITY SEWER AVAILABLEYESYES / NO APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 24114 Vim, CJ A AlYr_ Total Contract Price of Job Describe Work K0laoLrr1ti1G- Type of Construction -1 Number of Stories _4, Occupancy: Residential 10, COD 'Ca2L PERMIT NUMBER (q W D rl(C Total Sq. Ft. ( d V U J Flood Prone (YES) (NO) Number of Dwellings Zoning CSC 2 Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 3i0'• jtl- 30- 52 --15on-0010 OWNER pr>TDzo 1J4C.. PHONE NUMBER'Z•22Z3#' ADDRESS Q '- A4?_ 16kw1C— Dr5P'r 4C1t7 CITY MF'tAT;'"1S STATE _T14 • ZIP 3 31 l TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT 41 t ADDRESS ':;0-2-C CITY MAN\W MORTGAGE ADDRESS CITY LENDER STATE STATE ZIP ZIP r 1 • "L-+GU STATEZIP STATE ZIP T p CONTRACTOR / 9S qy/ 'f v/p„gA S`p/) PHONE NUMBER ADDRESS a-*7— ST. LICENSE NUMBER CITY ( j!% STATE OC/ ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER' S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental 1Z entities such as water management districts, state agencies, or federal agencies. I d m U 7 O w ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA IEN LAW, FS713. 0 Z G fD O t 4•q5 i- m 0 a O 1Y Signa ure of Owner/Agent & Date Siiggnature of doontracctor & Date 0 a l< L< z T e or Prin Owner Agent Name T or Print Contrac i s Name t7 x a 1m UINw- ap 41 9 1 ArV JNG ignature of Notary & Date Si na N a Official Seal) NOTR83E$'W14 STATrg OF FLORIDA To! wc MY COMMISSION # CC476424 EXPIRES: June 26, 1999 My Commission Expires 25, 1997 Application Approved ,&y: Date: /A) W c/ FEES: Building w Radon , V 0 Police , ire a499,,o Open Space Amara Ro/ad mpact Application PERMIT VALIDATION: CHECK V CASH DATE 2 ?10 BY ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) y' 1 THIS APPLICATION USED'FOR WORK VALUED $2500.00 OR MORE Whole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1A PROJECT NAME_7N AUTOZONE ADDRESS: 2414 FRENCH AVE. SANDFORD FL. 32771 OWNER: AUTOZONE INC. AGENT: Form 40OA-94 PERMITTING OFFICE: Sanford CLIMATE ZONE: 5 PERMIT NO: JURISDICTION NO: 691500 BUILDING TYPE: _Mercantile (Retail) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: Finished Building CONDITIONED FLOOR AREA: _7623.5 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 5 COMPLIANCE CALCULATION: NUMBER OF ZONES: 2 METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 49.26 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING EXTERIOR LIGHTING 5575.00 7350.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. SEER 10.00 9.70 PASSES 2. SEER 10.00 9.70 PASSES HEATING EQUIPMENT 1. HSPF 7.00 6.60 PASSES 2. HSPF 7.00 6.60 PASSES AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Conditioned Space 0.00 0.00 N/A 2. Conditioned Space 0.00 0.00 N/A WATER HEATING EQUIPMENT 1. EF 0.92 0.92 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 1.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy fici cy Code. PREPARED BY: DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance•in accordance with Section 553.908, F1 r'da St t tes. BUILDING OFFI IAL: DATE: OWNER/AGENT: DATE • riP Zr-- S I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. S STEM DESIGNER EGISTRATION/STATE ARCHITECT : 6-- { C R.C_Dy\.r DC7141 SS FL — MECHANICAL: PLUMBING ELECTRICAL: LIGHTING Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ja• `Z th, ` vt BUILDING INFORMATION COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) East Commercial 1.31 .59 .65 Continuous Ove 382 East Commercial 1.31 .59 .65 Continuous Ove 85 North Commercial 1.31 .59 .65 Continuous Ove 134 North Commercial 1.31 .59 .65 Continuous Ove 46 Total Glass Area in Zone 1 = 648 401.------GLAZING--ZONE 2------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) Adjacent Commercial 0 1 1 None 961 Total Glass Area in Zone 2 = 961 Total Glass Area = 1609 402.------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Added R Gross(Sgft) East L & Hvywt. Concrete Block: 8" Li 0.149 13.0 1007 North L & Hvywt. Concrete Block: 8" Li 0.149 13.0 1929 West L & Hvywt. Concrete Block: 8" Li 0.149 13.0 1007 South L & Hvywt. Concrete Block: 8" Li 0.149 13.0 1808 Total Wall Area in Zone 1 = 5750 402.------WALLS--ZONE 2------------------------------------------------ --- Elevation Type U Added R Gross(Sgft) Adjacent NONE 0 0 961 Total Wall Area in Zone 2 = 961 Total Gross Wall Area = 6711 403.------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U Area(Sgft) West 1-3/4 Steel Door -Paper Honeycomb core 0.56 48 West 1-3/4 Steel Door -Paper Honeycomb core 0.56 21 East No doors 0.00 360 No doors 0.00 0 Total Door Area in Zone 1 = 429 403.------DOORS--ZONE 2------------------------------------------------ --- Elevation Type U Area(Sgft) Adjacent No doors 0.00 0 Total Door Area in Zone 2 = 0 Total Door Area = 429 404.------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Added R Area(Sgft) STEEL WITH BUITL UP & R-19 INCE Light .0563 7883 Total Roof Area in Zone 1 = 7883 404.------ROOFS--ZONE 2------------------------------------------------ --- Type Color U Added R Area(Sgft) NONE 0 Total Roof Area in Zone 2 = 0 Total Roof Area = 7883 405.------FLOORS-ZONE 1------------------------------------------------ --- Type R Area(Sgft) Slab on Grade/Uninsulated 0 0 Total Floor Area in Zone 1 = 0 405.------FLOORS-ZONE 2 ------------------------------------------------ Type R Area(Sgft) No exterior floor 0 Total Floor Area in Zone 2 = 0 Total Floor Area = 0 406.------INFILTRATION -------------------------------------------------- CHECK Infiltration Criteria in 406.1.ABC.1 have been met. I 407.------COOLING SYSTEMS ---------------------------------------- ------- Type No Efficiency IPLV Tons 1. Single Package 4 10 0 5.00 2. Single Package 1 10 0 5.00 408.------HEATING SYSTEMS ----------------------------------------------- Type No Efficiency BTU/hr 1. Single Package 4 7.0 51000 2. Single Package 1 7.0 51000 409.------VENTILATION --------------------------------------------------- CHECK Ventilation Criteria in 409.1.ABC.1 have been met. I 410.-----AIR DISTRIBUTION SYSTEM----------------------------------------! AHU Type Duct Location R-value 1. Split / PTHP Air-to-air Heat Conditioned Space 0 2. Split / PTHP Air-to-air Heat Conditioned Space 0 411.-----PUMPS AND PIPING -ZONE 1 --------------------------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 3.6 .5 1 411.-----PUMPS AND PIPING -ZONE 2 --------------------------------------- Type R-value/in Diameter Thickness 412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 1. <=12 kW .92 0 5 10 412.-----WATER HEATING SYSTEMS -ZONE 2 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 413.-----ELECTRICAL POWER DISTRIBUTION---------------------------------- CHECKMeteringcriteriain413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414.-----MOTORS --------------------------------------------------- Motor efficiencies in 414.1.ABC.1 have been met. 415.-----LIGHTING SYSTEMS -ZONE 1 --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Type C(Mas 1 On/Off 10 On/Off 1 16447 6221 Toilet and 2 On/Off 2 150 108 Material H 1 On/Off 2 1204 773 Total Watts for Zone 1 = 17801 Total Area for Zone 1 = 7102 415.-----LIGHTING SYSTEMS -ZONE 2 --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Type D(Gen 1 None 0 0 0 Total Watts for Zone 2 = 0 Total Area for Zone 2 = 0 Total Watts = 17801 Total Area = 7102 CHECK Lighting criteria in 415.1.ABC have been met. 16. HVAC load sizing has been performed. (407.1.ABC.1) 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 18. Testing and balancing will be performed. (410.1.ABC.4) 19. Operation/maintenance manual will be provided to owner.(102.1) C; of Sanford, Flo P.O. Box 1778.32772-1778 rldd Telephone (407) 330-5673 Department of Engineering and Planning March 14, 1995 George W. Callow Autozone 3030 Poplar Memphis, TN 38111 RE: Tax Parcel No. 36-19-30-524-1500-0010 2400 Blk of French Avenue Dear Mr. Callow: The Arbor Permit for the removal of trees from the above described property located in the 2400 block of French Avenue has been approved. You may now apply with the necessary information and fees to the Building Department for a Site Development permit for the soil stabilization excavation and treatment project at the proposed Autozone site as proposed by University of South Florida's Civil Engineering department and the Florida Department of Transportation. If this department may be of further assistance, please do not hesitate to call. Very truly yours, CITY OF SANFORD Bettie B. Sonnenberg Land Development Coordinator x/c Dr. M. Gunaratne, P.E.- Russ Gibson - Sanford The Friendly City" STUDY Y,J FLORIDA 775-45146 Professional Service Industries, Inc. Construction Testing and Quality Control Nondestructive Examination and Dedicated Project Testing and Inspection • Materials Testing and Certification Testing • Roof and Pavement Consulting' • Geotechnical Engineering Environmental Management • Asbestos Management • Analytical S Training Programs V H Professional Service Industries, Inc. June 6, 1994 Revised Autozone, Inc. Dept. 4040 3030 Poplar Avenue Memphis, Tennessee 38111 Attention: Mr. John Babb RE: Foundation and Soils Study Autozone Sanford Seminole County, Florida Project No. 775-45146 Dear Mr. Babb: Professional Service Industries, Inc. (PSI), Jammal Division has completed a subsurface exploration program and subsequent foundation evaluation for the proposed Autozone facility. This report represents the results of our study and includes our evaluation of the soil and groundwater conditions encountered and our subsequent recommendations. Briefly, the results of our analysis indicate that the proposed single story building, including the floor - slab, should be supported with a deep foundation system (augercast piles). The soil borings performed encountered surficial earthfill material with irregular or poor compaction quality control overlying a relatively thick organic soil layer. These conditions are not considered to be suitable for support of a shallow foundation system. A conventional flexible pavement section can be utilized, following subgrade preparation. Either a limerock, shell or recycled concrete could be employed, dependent upon final pavement grades. A geotextile material (such as Mirafi 50OX or equivalent) is recommended for the pavement design of this project. 5801 Benjamin Center Dr., Suite 112 9 Tampa. FL 33634 9 Phone: 813/886-1075 9 Fax: 813/888-6514 Autozone, Inc. PSI Project No. 775-45146 Page 2 of 16 We have very much appreciated the opportunity to be a part of this project. If you have any questions about this report or if we can be of further service to Autozone, Inc., please do not hesitate to call us. Sincerely, Professional Service Industries, Inc. JAMMAL DIVISION Kirk M. Eastman Staff Geotechnical Engineer enri V. Department Manager Geotechnical Division KMFJDRS/HVJ/sdk/clb/cjb:77545146. G02 Attachments: Sheets 1 and 2 MU' Donald . Stites, P. . Senior Geotechnical Engineer Fla. Registration No. 0042290 Autozone, Inc. PSI Project No. 775-45146 Page 3 of 16 PROJECT INFORMATION The project, as we understand it, is located in Sanford, Florida. Specifically, the project islocatednearthenorthwestquadrantoftheintersectionof24thPlaceandU.S. Highway 17 & 92 (French Avenue) in Sanford, Florida. This project is planned to consist of constructing aone-story structure. The structure is expected to encompass an area of approximately 7,600squarefeet. Primary support of the structure is expected to be provided by load bearingmasonrywalls. The floor of the structure is anticipated to be constructed as a slab -on -grademember. The following project characteristics were developed based on information provided byAutozone, Inc. The building dimensions are planned to be approximately 115 feetby66feet. The superstructure is expected to be a combination ofloadbearingconcreteblockwallswiththreesteelcolumnssupportingasteelguideroverthestorefront. The roof is plannedtobesupportedby65footsteelbarjoints. The estimated maximum load along the masonry wall is expected to be 2.5 kipsperlinealfoot. The estimated point loads at the steel columns areexpectedtobe25kips (two ends) and 45 kips (center). A paved parking area adjacent to the proposed structure is alsoProposed. Autozone Heavy Duty Pavement Design Criteriaincludean18kipEquivalentAxleLoad (EAL) per day of 4.2 or30,576 EAL's for the design life of 20 years. Similarly, for theStandardDutyPavementDesignCriteria, the 18 kip EAL is 1.54perdayor11, 279 EALS for the 20 year design life. ME= ki Autozone, Inc. PSIa Project No. 775-45146 Page 4 of 16 SCOPE OF SERVICES The purpose of this study is to obtain information on the general subsurface soil and groundwater conditions at the proposed project site. The subsurface materials encountered were evaluated with respect to the available project characteristics. In this regard, engineering assei sments for the following items were formulated: 1. Feasibility of utilizing a shallow foundation system for support of the proposed structure, with a slab -on -grade floor member. 2. Design parameters required for the foundation system, including preliminaryYfoundation types, preliminaryY expected pile tip elevations and expected total and differential settlements. 3. Soil subgrade preparation, including stripping, grubbing and compaction. Engineering criteria for placement and compaction of approved structural fill materials. 4. Suitability and availability of in -situ materials that may be moved during site grading for use as structural fill in the building area, as pavement subgrade fill, and as general backfill. 5. General location and description of potentially deleterious materials encountered in the borings which may interfere with construction progress or structure performance, including existing fills or surficial organics. 6. Identification of some critical design or construction details, including existing groundwater levels and seasonal fluctuations. 7. Pavement design and construction suggestions, considering the encountered subgrade soils and the measured groundwater conditions. 8. General criteria for groundwater control, temporary side slopes and foundation excavations. I Autozone" Inc. PSI Project No. 775-45146 Page 5 of,16 We provided the following services in order to achieve the preceding objectives: 1. Reviewed readily available published geologic information. This published information was obtained from the "Soil Survey of Seminole County, Florida" published by the United States Department of Agriculture (USDA) Soil Conservation Service SCS). 2. Executed a program of subsurface soil exploration consisting of subsurface sampling and field testing. We performed five (5) Standard Penetration Test (SPT) borings in the proposed structure area to depths of 15.0 to 22.0 feet. In each boring, samples were collected and Standard Penetration Test resistance "N" values were measured virtually continuously for the top ten (10) feet and on intervals of five (5) feet thereafter. We also performed five (5) power auger borings to depths of 10 to 25 feet within the proposed pavement areas. 3. Visually classified and stratified representative soil samples in the laboratory using the Unified Soil Classification System (USCS). Conducted a limited laboratory testing program. Identified soil conditions at each boring location and formed an opinion of the site soil stratigraphy. 4. Performed one (1) Limerock Bearing Ratio (LBR) test on near - surface soils encountered within the pavement area. 5. Collected groundwater level measurements in the borings to be performed. a Prepared a formal engineering report which summarizes the course of study pursued, the field and laboratory data generated, subsurface conditions encountered, and our engineering ecommendations in each of the pertinent topic areas. Autozone, Inc. PSI Project No. 775-45146 Page 6 of 16 SUBSURFACE EXPLORATION To explore the general subsurface conditions, five (5) Standard Penetration Test (SPT) borings were performed in the proposed structural area. The SPT boring procedure was conducted in general conformance with the American Society of Testing and Materials (ASTM) Test Designation D-1586. Closely spaced soil sampling using a 1 3/8 inch I.D. split -barrel sampler was performed continuously in the upper 10 feet, with a 5 foot sample interval used thereafter. After seating the sampler 6 inches, the number of successive blows required to drive the sampler 12 inches into the soil constitutes the test result commonly referred to as the "N" value. The N" value has been empirically correlated with various soil properties and is also considered to be indicative of the relative density of cohesionless soils and the consistency of cohesive soils. The recovered split spoon samples were visually classified in the field with representative portions of the samples placed in jars and transported to our Tampa office for review by a geotechnical engineer and confirmation of the field classification. Five (5) power auger borings were performed to depths of about 10 to 25 feet within the proposed parking area. The power auger borings were performed by rotating a flight auger into the soil taking care not to excessively spin the auger and disturb the soils. The flight auger was then pulled. As each soil type was encountered, its depth interval was recorded and a representative sample was taken for laboratory review. The approximate soil test locations are presented on Sheet 1. The borings were located using tape measurement and estimated right angles from property markers placed in the field by others. LaboraroryTesiing Representative samples collected from the SPT borings were visually reviewed in the laboratory to confirm the field classification. The samples were classified and stratified in general accordance with the Unified Soil Classification System (ASTM D-2488). Classification was based mainly on visual observations, however, organic content and wash gradation tests were performed to verify the visual classifications. The results of the laboratory test program are presented on Sheet 2. Autozone, Inc. PSI Project No. 775-45146 Page 7 of 16 The wash gradation test was conducted in general accordance with ASTM Test Designation ASTM D-422). The wash gradation measures the percentage of soil particles of silt and clay size by washing the sample on a fine sieve and weighing the amount passing the screen. The amount of silt and clay in a soil affects its engineering properties, including permeability, consolidation rate, and suitability as fill. Laboratory moisture content and organic content tests consist of the determination of the percentage of moisture and organic contents in selected samples in general accordance with ASTM D-2974. Briefly, natural moisture content is determined by weighing a sample of the selected material and then drying it in a warm oven. Care is taken to use a gentle heat so as not to destroy any organics. The sample is removed from the oven and reweighed. The difference of the two weights is the amount of moisture removed from the sample. The weight of the moisture divided by the weight of the dry soil sample is the percentage by weight of the moisture in the sample. The dried soil samples are then heated in a small muffle furnace ranging at a temperature of 400 degrees Centigrade for six hours, thereby driving off all organic -type material, leaving only the soil minerals. The difference in weight prior to and after the burning is the weight of organics. The weight of the organics divided by the weight of the dried soil is the percentage of organics within a sample. Organic contents in excess of five (5) percent are considered detrimental. Limerock Bearing Ratio One (1) Limerock Bearing Ratio (LBR) test was performed in accordance with the Florida Department of Transportation Standard FM 5-515 including a modified Proctor test. The LBR test is a measure of the bearing capacity of a soil. The test consists of measuring the load required to cause a standard circular plunger (area of 3 square inches) to penetrate a specimen at a specified rate. The LBR is the load in pounds per square inch (psi) units, required to force the plunger into the soil 0.1 inch expressed as a percentage of the load in psi units, required to force the same plunger the same depth into a standard sample of crushed limerock. The average penetration load for a typical crushed limerock found in Florida has been standardized to 800 psi. The approximate LBR test location is illustrated on Sheet 1, while the LBR curve and corresponding Proctor curve are presented in Appendix A. i Autozone, Inc. PSI Project No. 775-45146 Page 8 of 16 SUBSURFACE CONDITIONS The results of the subsurface exploration program including the stratification profile and some pertinent exploration information such as SPT "N" values and groundwater tables are graphically presented on Sheet 2. Soil stratification is based on review of recovered soil samples and interpretation of field boring logs by a geotechnical engineer. The stratification lines represent the approximate boundaries between soil types; however, the actual transition may be gradual. The soil strata were visually classified using the Unified Soil Classification System. Minor variations not considered important to our engineering evaluation may have been abbreviated or omitted for clarity. In general, the borings penetrated fine sand with a trace of silt (Stratum 1) in the initial 4 to 8 feet of each boring. The Standard Penetration Test results, N-values, recorded within this layer in the SPT borings varied from 2 to 24 blows per foot (bpf). Underlying the initial soil layer and extending to depths of up to 20 feet was a fibrous peat Stratum 4) layer. N-values for this soil ranged from 1 to 2 bpf. It should be noted that organic content tests performed on this strata (from borings B-2 and B-5) yielded organic contents of 95 and 84 percent, respectively. The third soil layer generally extended to the boring termination depths in a majority of the borings. This soil strata consisted of a brown/gray fine sand (Stratum 5). This soil appeared to be of a loose to medium dense relative density with N-values ranging from 5 to 12 bpf. Three (3) SPT borings encountered a slightly silty fine sand (Stratum 2) and a silty fine sand Stratum 3) at or near the boring termination depth. These soils were generally of a very loose. Relative density, with N-values of as 2 bpf. r AVY Autozone, Inc. PSI Project No. 775-45146 Page 9 of 16 Groundwater Tables The groundwater table was measured at depths of 5.0 to 8.0 feet below existing grade for the SPT borings and auger borings. The water tables were measured in the borings after brief stabilization periods. Fluctuations in groundwater levels may occur due to rainfall patterns, post construction influences such as retention construction and other factors. Based on the soil stratigraphy, measured groundwater tables in the borings and past 'experience, we expect the normal seasonal high groundwater table will be approximately three (3) feet below existing grades. Seminole County USDA high water table data is presented in Table 1. USDA Data obtained from the "Soil Survey of Seminole County, Florida" published by the United States Department of Agriculture (USDA) Soil Conservation Service (SCS) shows that the predominant soil at the site area is urban land with 0 to 12 percent slopes. In the project vicinity, this soil typically consists of Astatula, Apopka, Millhopper, Myakka, Tavares and EauGallie soils which have been altered by grading, shaping and fill material. Z.HiMpliff'] Autozone, Inc. PSI Project No. 775-45146 Page 10 of 16 ENGINEERING EVALUATIONS AND RECOMMENDATIONS SHALLOW FOUNDATIONS Based on our evaluation, the soils encountered do not appear to be suitable for shallow foundation support of the proposed building. A significant site preparation program would be necessary. The soil borings performed encountered "earthfill" material with irregular or poor compaction quality control overlying a relatively thick highly organic soil layer. Shallow foundation systems overlying these soil types typically result in excessive total and differential settlements which tend to be structurally detrimental. Long-term settlements in the range of 1 to 3 feet may occur due to the decomposition of the organic material. In this regard, extensive excavation and backfill of the unsuitabld organic soils would be required for a shallow foundation system. This earthwork program, which would also require an, extensive dewatering system (such as well -points), is believed to be cost prohibitive. . DEEP FOUNDATIONS Due to the extensive undercut and backfill operations associated with the use of shallow foundations, it is expected that pile foundations may provide an economically efficient foundation system for the proposed structure. Various types of piles may be used; however, considering the bearing material and the structural loads, it is anticipated that augercast piles will be most economical. Augercast Piles Based on the test boring program, laboratory testing, evaluations and analyses, we are of the opinion that the augercast pile foundation system is the most suitable alternative for the proposed structure. During augercast piling construction, a hollow shaft auger is advanced and then cement grout is introduced down the center hollow stem under pressure and the auger is gradually withdrawn. Care must be exercised to avoid withdrawing the auger too fast and to avoid loss of grout pressure, which would cause "necking" in the pile. Reinforcement is generally limited to a central rod usually slid into pile before the grout has set and to shallow reinforcement cages in the pile top, affecting allowable lateral and tension structural capacity. MA' Autozone, Inc. PSI Project No. 775-45146 Page 11 of 16 This must be reviewed and confirmed by a registered structural engineer. Penetration should continue until substantial resistance (less than 12 inches of downward penetration in one minute of augering) is encountered or the design depth is reached. In order to accurately develop the allowable capacities for augercast piles, a more extensive subsurface exploration program will be required; borings to depths on the order of 50 to 60 feet below existing grade will be required to develop pile capacity curves. Based on the results of this subsurface exploration program and our extensive experience in the general project vicinity, it is estimated that augercast piles extending to depths of approximately forty (40) feet below the existing ground surface may develop allowable compressive capacities of approximately 30 tons. Q MM Floor slabs generally are not considered to be structural members and have relatively light distributed loadings. However, in this project, it is recommended that the floor slab also be pile supported. PAVEMENT DESIGN CONSIDERATIONS Flexible Pavement Excavating and replacing the organic soils encountered with suitable compacted material within the pavement areas is expected to be cost prohibitive. Due to the compression and decomposition of the underlying organic soils, long-term settlement is expected to occur, resulting in pavement deformation and cracking. In this regard, continuing maintenance and resurfacing may be required to fix grades and cross slopes that may be affected as a result of the post -construction settlement. MWIff Autozone, Inc. PSI Project No. 775-45146 Page 12 of 16 In general, the existing near -surface soils at the site should be acceptable for construction and support of a flexible (limerock, crushed concrete or shell base) pavement section after subgrade preparation. Any fill which may be required to elevate the cleared pavement areas to subgrade elevation should consist of reasonably clean fine sands uniformly compacted. Soils with organic contents in excess of five (5) percent should be removed if encountered within two (2) feet of the proposed base. A geotextile material (Mirafi 500X or equivalent) is considered essential in order to reduce the deformation and cracking in the parking areas due to the decomposition of the underlying organic soils. The material should be placed in accordance with the manufacturer's recommendation under the direction of the Geotechnical Engineer. Based on the results of the laboratory testing program, the near surface soil have a LBR value of 39 percent. The required structural number (SN) for the proposed heavy duty pavement system was calculated using the given 18 kip Equivalent Single Axle Load (ESAL) value of 30,576 for 20 years based on the Autozone, Inc. Pavement Criteria. The subgrade Limerock Bearing Ratio LBR) value of 39 corresponds to a soil support value (SSV) of approximately 5.9. Using the SSV and ESAL values, a design structural number (SN) of approximately 1.45 was calculated. Similarly, using the given 18 kip ESAL of 11,279 for the Standard Duty pavement designs, as well as the LBR and SSV values listed above, an SN value of 1.25 was obtained. Design analyses were performed to define required pavement sections. The layer coefficients used in the analyses were obtained from the Flexible Pavement Design Manual published by the Florida Department of Transportation (FDOT). These layer coefficients are as follows: Asphaltic Concrete = .44 Limerock Base = .18 Stabilized Subgrade = .06 EM' Autozone, Inc. PSI Project No. 775-45146 Page 13 of 16 Based on our analyses, it is recommended that 1.5 inches of S-III asphaltic pavement underlain by 4 inches of limerock on a stabilized subgrade (minimum 4 inches thick) be utilized for the heavy duty pavement sections. Similarly, for the standard duty pavement sections, 1.25 inches of S-III underlain by 4 inches of limerock on a stabilized subgrade (minimum 4 inches thick) is generally recommended. Using the asphaltic concrete, limerock base and stabilized subgrade layer thicknesses of 1.5, 4 and 4 inches, respectively, an SN value of approximately 1.7 is obtained for the heavy duty case. Similarly, using 1.25, 4 and 4 inches produces an SN value of 1.6 for the standard duty test. Limerock and shell base material should meet Florida Department of Transportation (FDOT) requirements, including compaction to 98% of its maximum density as determined by the modified Proctor test and a minimum Limerock Bearing Ratio (LBR) of 100. Crushed concrete should have an LBR of 100 and be well graded uniformly down to dust, and contain at least 97 percent, by weight, of material passing the 31/2-inch sieve. A stabilized subgrade (minimum LBR = 30) the same thickness as the base, compacted to 95 % of its modified Proctor minimum dry density, should be employed with a limerock, crushed concrete or shell base. The asphaltic concrete surface course should consist of at least 1'/z inches of FDOT Type S-I or 1'k inches of Type S-III material. Type S-I or S-III are preferred because of their durability qualities. Type S-I should be placed at least 1'h inches thick because of the coarse aggregate. The asphaltic concrete should meet FDOT material requirements and placing procedures except that a compaction level of a minimum of 95% of the Marshall laboratory density of a sample of the asphaltic concrete delivered to the site should be utilized for construction control. A test strip procedure need not be utilized. Fill Placement and Subgrade Preparation The following are our recommendations for overall site preparation and mechanical densification work for the parking area, based on the anticipated construction and our boring results. These recommendations should be used as a guideline for the project general specifications prepared by the Design Engineer or Architect. POWi Autozone, Inc. PSI Project No. 775-45146 Page 14 of 16 1. The parking area plus a margin of five (5) feet should be stripped and cleared of surface vegetation and organic or root laden topsoil, and grubbed of roots and stumps, all existing foundations, concrete slabs, debris or any other underground utilities. A representative of our firm should observe the stripped grade to document adequate depth of stripping prior to filling. 2. The stripped area should be levelled sufficiently to permit equipment traffic, cut to grade if necessary, and then compacted using a large diameter, self-propelled or tractor drawn vibratory roller. The vibratory drum roller should have a static drum weight of about four (4) tons and should be capable of exerting a minimum impact force of 30,000 pounds. Careful observations should be made during proofrolling to help identify any areas of soft yielding soils that may require overexcavation and replacement. Care should be used when operating the compactor near existing structures to avoid transmission of vibrations that could cause settlement damage or disturb occupants. 3. Prior to beginning compaction, soil moisture contents may need to be controlled in order to facilitate proper compaction. If additional moisture is necessary to achieve compaction objectives, then water should be applied in such a way that it will not cause erosion or removal of the subgrade soils. A moisture content within two (2) percentage points of the optimum indicated by the modified Proctor test (ASTM D-1557) is recommended. 4. , A minimum of ten (10) overlapping passes should be made by the vibratory drum roller across the stripped or cut ground surface. Compaction should continue until a minimum density requirement of 95% of the maximum Proctor dry density, established in accordance with ASTM D-1557, is developed for a minimum depth of two (2) feet below the compacted surface, as determined by field density (compaction) tests. 5. Following compaction operations, the geotextile (Mirafi 50OX or equivalent) should be placed in accordance with the manufacturer's recommendations and under the guidance of the Geotechnical Engineer. Geotextile materials such as Mirafi 50OX are typically Mom' Autozone, Inc. PSI Project No. 775-45146 Page 15 of 16 packaged on rolls. Typical installation procedures consist of unrolling the fabric directly on the subgrade followed by dumping and compacting of fill material on the top of the fabric. 6. Following satisfactory completion of the initial compaction on the existing grade and the placement of the geotextile material, the structure area may be brought up to finished subgrade levels, if required. Fill should consist of fine sand with less than ten (10) passing the No. 200 sieve, free of rubble, organics, clay, debris and other unsuitable material. Fill should be tested and approved prior to acquisition. Approved sand fill should be placed in loose lifts not exceeding 12 inches in thickness and should be compacted to a minimum of 95 % of the maximum modified Proctor dry density. Density tests to confirm compaction should be performed in each fill lift before the next lift is placed. 7. A representative from our firm should be retained to provide on - site observation of earthwork activities. The field technician would monitor the excavation of detrimental soil such as organics or clayey soils, placement of approved fills, proofrolling and provide compaction testing. Density tests should be performed in surficial sands after proofrolling and in each fill lift. It is important that Professional Service Industries, Inc./Jammal Division be retained to observe that the subsurface conditions are as we have discussed herein, and that foundation construction and fill placement is in accordance with our recommendations. On -Site Soil Borrow SuitabiW In general, based on the boring results, Strata 1, 2 and 5 moved for grading purposes and site leveling can be used as structural fill in the building area, and as general subgrade fill and backfill in other areas, provided the fill is free of rubble, clay, roots, construction debris and organics. Organic topsoil or root laden sands should be stripped and stockpiled to be wasted or to be used in landscape areas. Any off -site materials used as fill should be approved by our field technician prior to acquisition. Vvi Autozone, Inc. PSI Project No. 775-45146 Page 16 of 16 LIMITATIONS Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This company is not responsible for the conclusions, opinions or recommendations made by others based on these data. The scope of the investigation was intended to evaluate soil conditions within the influence of the proposed structure foundations and does not include an evaluations of potential deep soil problems such as sinkholes. The analysis and recommendations submitted in this report are based upon the data obtained from the soil borings, performed at the locations indicated. If any subsoil variations become evident during the course of this project, a re-evaluations of the recommendations contained in this report will be necessary after we have had an opportunity to observe the characteristics of the conditions encountered. The applicability of the report should also be reviewed in the event significant changes occur in the design, nature or location of the proposed structure. The scope of our services does not include any environmental assessment or investigation for the presence or absence of hazardous or toxic materials in the soil, groundwater, or surface water within or beyond the site studied. Any statements in this report regarding odors, staining of soils, or other unusual conditions observed are strictly for the information of our client. Mom' APPENDIX A LIMEROCK BEARING RATIO CURVE FIRMM191RY 1—_-- i = = _ L8R Value 39 r- - { .- - -- — i--fit' —_— 100 _ _ _ _ , -• t--- 50 ET z 25 C = - ---- - 3- _ _--r ----r _-- -- 10 j Optimum Moisture 10.7 % Maximum Oensity 107.7 pci 109 107 c 105 , 6 8 10 12 14 Moisture Content (% by weight) Sample No. Proposed Location: Parking Lot Soil Description: Light grayish brown fine sand 2rojeC Requirement: Autozone - Sanford LIMEROCK BEARING RATIO 41*13 Professional Service Industries. Inc. 7 a :amoral 3.-;sscc:a;es Civislcn TesteoNoel I Cale: 5/ 94 ' 775-45146 Ctiecxec = y: I Cale: ; ;re•t vo. — I 9 i.a: M UNIVERSAL offices In: Orlando Gainesville Fort Mers ENGINEERING SCIENCES Merritt Island Consultants In: Geotechnical Engineering - St. Augustine Daytona Beach Environmental Sciences • Construction Materials Testing West Palm Beach January 23, 1996 Aagaard Juergenson, Incorporated P.O. Box 607158 Orlando, Florida 32860-7158 Attention: Mr. Tim Hobson Reference: Site Demucking and Soil Compaction Auto Zone Sanford, Florida UES Project No. 15300-033-01 Report No. 96-0173E Dear Mr. Hobson: Universal Engineering Sciences has evaluated demucking of the site and monitored compaction of the building pad material. The demucking activities were performed as required and all fill on the site (to -date) meets or exceeds 95 percent of the Modified Proctor Maximum Dry Density ASTM D-1557). Universal Engineering Sciences, through R. Kenneth Derick, P.E., certifies in accordance with Chapter 61 G15-18.011(4) of the rules of the State Board of Professional Engineers, that the subject site is suitable for supporting the proposed development without adverse impact due to settlement or bearing capacity. The site soils are capable of sustaining up to 3,000 psf bearing capacity for the proposed structure, and settlement will be less than 1-inch. If you have any questions concerning this information, feel free to call. RKD:gi el Sincerely, t, Universal SC' nnet De is - Senior Vice President Fred Schmalzer, Universal Engineering Sciences 3532 Maggie Blvd. - Orlando, FL 32811 - (407) 423-0504 AAGAARD-JUERGE NSENgINC.GENERAL CONTRTOR Telephone ( 407) 298-1550 FAX ( 407) 298-1445 January 18, 1996 Mr. Gary Winn City of Sanford Building Dept. 300 North Park Avenue Sanford, FL 32771 Re: AutoZone 2414 French Avenue Dear Mr. Winn: P. O. Box 607158 Orlando, Florida 32860-7158 I am writing you this letter to notify you that Aagaard-Juergensen, Inc. will make sure the following two items are completed per the City of Sanford's requirements on the above mentioned project. 1. The condensate drain will be routed to the storm drain in lieu of the sanitary sewer. 2. There will be a main disconnect on the exterior of the building. If you have any questions please don't hesitate to call me at (407) 298-1550. 7HoSincly, sonProject Manager THjp PRE ENGINEERED STEEL BUILDINGS j. Dow I" CON71tf FROM ALARM PAI U. 5w IF 2" Af MMJAM'5 M5K. I" COWUUf FoR aim POWER FROM PAIN. "A" fO 4W37 PAKf5 COLMR, 5110 IF 2", I' WIX 4" x 4" J-BO!( Im fo SLAB. Op I" CONDUf FOR DIRtY POWERFROMPANEL "A" fO MVO PARTS COLMR, 5W U' 2", PROM 4" x h" J-" 1m fo W. ONE 2" CONM FROM PHONE 00AW 5118IF 2" Af M&WM'5 DE5K. O 1" CowufFOR Pmmy POWFWMPML "A" I f0 ALIwfoR 1E51Mb I 5fAJION. 50 IF 211 PW M 4" x 4" J-" I im fo SLAB. I NM: I REFER 1-0 5LAB PLAN. I 5FEET 51.1 AND TO COI. NMR WIRING PLAN 5WET E2, FOR IN 5LAB I POWER REQUIREMENTS I AW LOCA1ION5. 41, P M= P.V.C. COWL WIM 90 R7 m SNIEEP Af U&I W. "IP 2" ABOVE 5I.M. ITM f0 C,oLmVV" PLAN. 1YPm) 162j'( A-1 6" I I I i NOT: I .: REFER 1*0 5M PLAN FOR 511E LIGHT MID PYLON 516N CIMIM5. 2. 11WIV1CJV. CONTRACTOR ITSP WKI! FOR I' M WWCXN5 FOR NEON AW rdZN 51AJ5. REFER fO SHEEf E 1.1. 5. REFER fO ROOF FRAMING PLAN 5i' EET 53 FOR LOCATION OF ROOF TOP WIf5. 66'- 0" TO FOLK CI9CWf5 FOR 0Af1ERY CHARaI 5, REQUIRE5 FOLK 51MMEX OUTLEf5, 2) At + 60" A.F.F. 2) AT 4- 50" A.F.F. CIRC105 # 20, # 22, # 26, #" BOTTOM OF JOIST 01M. 1'-6' 4" AP-F. - 'I B- 1 3.5 n , 3/4 C ELI' YI/1- l 6' 32 REFER tO DETAIL 3 5mf E-4 01.051M FOR 05PLAY BA5E FLEX 1215CONNECf5 CONNECTION. ( 1Yf'.) LOCALE 11'ERM05fAT5 ABOVE MEC. PANEL 5'- 9" L PALL "A" 6PALL " B" A 26 A 4 A 22, 28,33 A- 2 i f B- 2. .6 in A t. B- 7 9.11 x l32 32 i 2X4 J- BOX W/ COVER FlBOVE HEADER. 1/ 2" CONDUIT TO 4X4 J-BOX Wee TO 5Wef NJ FOR NEON rOU IZ MAN W/ COVER flair TO DECK POWER SCHEDULE SYM DESCRIPTION MANUFACTURER REMARKS i A_ CEILING FAN FURNISHED FACTORY WHITE ENAMEL FINISH MOUNT TO BOTTOM OF JOIST BY OWNERREFERTO PLAN FOR LOCATION EXHAUST FAN BROAN #676 INSTALLED BY HVAC CONTRACTOR, WIRED BY 4 FURNISHED ELECTRICAL CONTRACTOR. 4" DUCT - VENT RECESSED BY OWNER THROUGH FLOOR OUT WALL. SEE ELEVATIONS Q JUNCTION BOX FURNISHED BY G. C. REFER TO PLAN FOR LOCATIONS AND NOTES A'Q JUNCTION BOX WITH FURNISHED BY G. C. J-BOX AT FLOOR LEVEL - FLEX CONDUIT TO BE SET UNDER DISPLAY FIXTURES. 6'-0" FLEX CONDUIT DUPLEX RECEPTACLE MOUNTED TO BASE PLATE. 1-30 i CONNECT t0 CIMWT A-18, 51;E 5HEef E3 M M a a a REFER f0 5HEEt E5 FOR ALARM / PHONE CLOSET PROVIDE 21' CON171.1f FOR L14 RLa2OW PHONE n SERVICE WHERE IEQWIED. 30 A- 1 30 A. WATER HEALER A #24 10 ABOVE fOLEf5 PROVIDE EMPTY J-BOX IN M CENTER OF EACH TOILET CEILING 1/ 2" EMf IF fO t7E0C-11. 12 101.1f. C BRAKE ATH A- 2X4 J-BOX W/ COVED C B- s, 3/4" 0,12 32 M B- 14, 3/4" '. 6,18 COWW t04X41J- DOX W/ COVER flair fO DECK wP SYM DESCRIPTION 1) DUPLEX RECEPTACLE WEATHERPROOF WP DUPLEX RECEPTACLE 1 THERMOSTAT HVAC DISCONNECT 24" 1ECE55EI2 WP G. F.I.OmET L ALARM: REFER TO DETAIL 2 5HEET E5 FOR LOCATION OF ; EMPTY Z( 4 JBOW5 At FLOOR LEVEL. Af -4- 4' -6" A.F.F. AND Al' + 8' -0" A.F.F. WiH COW15. 1/ 2" CONDWf WI1H 4" 14" JLW110N BOX W"H COVER T1GHf TO DECK. POWER SCHEDULE _ MANUFACTURER REMARKS' FURNISHED REFER TO PLAN FOR LOCATIONS BY G.C. FURNISHED ~ .. BY G. C. REFER TO PLAN FOR'LOCAf10.JSo t FURNISHED SEE PLAN FOR LOCATIONS_AND MOUNTING- ' BY G. C. HEIGHT INFORMATION. - 14 & Alf. 9 FURNISHED REFER TO HVAC SIDE IFI += a BY G.C. { o W) kn N N M M o 0 v: Z^ 0 co U yn F- = N a O U ' cc, a z. a WC> 0 r i N 0- 3W OL REVISION 4 1. 10/ 07/94 L-A DRWFSWW: CKCKED BY: 15/94 7 El RF 5 A rw k IlI,I f l 5 JLkx ON BOX T( ON wTlorz WAI mmfoNwN FOR RI.AaAAEM ON NTIWIz WA 0 19 ieFT-AI NEON SIGNAGE REQUIREMENTS 21:.. FRONT- SYM DESCRIPTION MANUFACTURER REMARKS n 23 CANOPY FURNISHED GENERAL CONTRACTOR RESPONSIBLE -FOR -ALL -WIRING, -CONDUIT, -AND -FINAL TRANSFORMER -CONNECTIONS -FOR-THE JUNCTION BOX BY G.C. PRIMARY SERVICE TO THE NEON SIGNS AND PRIMARY WIRING, CONDUIT, AND FINAL CONNECTIONS TO THE PYLON SIGN. SECONDARY WIRING. CONDUIT. AND CONNECTIONS BY OTHERS. (N.I.C.) INTBU01TRANSFORMERRNISHED 107 530 NEON TRANSFORMER T2 903O NEON TRANSFORMER T3 12030 NEON TRANSFORMER TRANSFORMER®ARRIPE) " • r STRIPE m I I cli c Z^ O UZ N_ L r = . N Z W o U c a Z U' oa Wo fi M ZQ 0 A 0 W W Z REVISION q 1. 03/23/ 95 n n 2.1•? gf a c ARCHITECT: MAnSYMk CHECKED Br: 06/ 15/94 7N LEFT Elel L A IIIIIII II IIIIIIIIIiII IIIIIIIIIPIIIIIII 1 1 1 I I.III.I, I - 00, 11 11100,111 1III • .-_ ... I .. wrf/ YV 10m 0 % mIWFIAnn 1,01, TOM 4- I I1-6 11 ABOVE FINI5wI7 FI. oOIZ (fYl'ICAI.) Fww EXIT SIGN — ENI7 MOWMP Af WA II' -6" ABOVE - FIN151E17 F1. 001Z TO IZ1M OF FIRM ReFeR f0 50FFIf t7EM 5WEf AJ I FOR I. IGN1'ING LOCA710N5 NL %//////. IM71CA1E5 NIGHT I,IGFft' CIWUIf WeR fO PAINEI. SCIfftLE A-28 INDICATES CIIZM WFER fO PAWL 5CWnLE IZIN C0NI7lpf fl6w f0 Pf-a / f0 J015f ( 7Y1'ICAI.) J SYM DESCRIPTION FLUORESCENT o LUA STRIP (8'-0") METAL HALIDE B LOW BAY 0 Z OC METAL HALIDE RECESSED DOWNLIGHT-- i INCANDESCENT J D WALL LIGHT - BATH SUPPLIED LAMPS BY OWNER F96T12SP35 HO/WM BY OWNER MH175/C/U BY OWNER 175W DELUX HPS BY OWNER 75W 130V A- 19 MOUNTING SEE PLAN FOR LOCATIONS 11'-6" ABOVE FINISHED FLOOR TO RIM SECURE TO SOFFIT FRAMING AT CENTER LINE SURFACE MOUNTED AT CENTER LINE ABOVE MIRROR our5117E 1715C0NNECf5 SYM DESCRIPTION SUPPLIED k 1 METAL HALIDE ' E WALL PACK - EXTERIOR Eg OWNEp 1 WAR EXK SIGN - %WACE M0UNT17 Af BOrfOM OF J015f maw fop OF 81-0" L. FI,UOIZE5aNf FIXlM5 llaif ON CENMIZ OF J015T BOrfOM LAMPS LAA .- l75MAL OF SE B- 36. 38 MOUNTING 6 FROM C,OPING. TOP TURE AT 4 BLOCK. F EMERGENCY LIGHT BY ; Ek • MOUNTED TO BOTTOM t WI H F V4bRE CHORD OF JOISTS SIGN WITH Ef.:!N SEE PLAN FOR LOCATIONS EXIT GBATTERY BACKUP BYt oll If W FIXTUR ND MOUNTING INFORMATION METAL HALIDE NER z' ` LPMC175MAC 6'- 6" FROM COPING. TOP a OF FIXTURE AT 4" BLOCK. H WALL PACK — EXTERIOR r r,; SEE EXTERIOR ELEVATIONS. 0 W) co N N m c" 8 Z^ 0 co V Z N U O u dS Q s o a Lu 0 C> N Q z G J REVISION Q T. 03/ 07/95 n n n z.• fb a. c 4. ARMTECT: DRAFTSMAN: CHECKED B7: 66/15/ 94 7 E3 R 5 VOLTS: 120/208V MOUNTED: FLUSH PHASE: 30 PANEL A BUSSING: 200 AMP WIRE: 4W FEEDER: SEE RISER 200/3 MAIN BKR. AIC RATING: 10,000 AIC LOAD A B C BKR CK CK BKR A B C LOAD FLUORESCENT LIGHTS 1476 20/1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39141 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20/1 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1722 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1230 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1722 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1 984 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1722 1800 COUNTER LIGHTS PYLON SIGN 1.2 1512 1402 RESTRM ANS EDF NEON j 2 1680 720 BATTERY NEON j 21 1680 720 BATTERY NEON 1 1680 30/1 1 2000 WATER HEATER NEON 1.2 1680 20/1 800 BATTERY NEON 1.2 1680 1500 ALTERNATOR NEON 1.2 1680 900 RECEP. DIRTY POWER NEON 1.2 1680 1512 RECEP. & FANS IMPACT WRENCH 800 800 BATTERY H.P. COUNTER 2.3 600 1680 BRAKE LATHE PHONE CKT 2.3 720 1736 NITE LIGHT 2. ALARM CKT 2.3 720 150 TIME CLOCK 2.3 H.P. COUNTER 2.3 600 540 CO. CNTR & MRG. 2,5 LIGHTING TOTAL 9222 8034 7824 4428 4998 2706 LIGHTING TOTAL OUTLET & EOUIP. TOTALI 720 1520 1 1200 4768 3170 6522 OUTLET & EOUIP. TOTAL PANEL TOTAL 9942 9554 9024 9196 8168 9228 PANEL TOTAL NOTES: AO LIGHTING 13650 X 1.25 = 17063 MISC. 5488 TOTAL 22551/120V = 187.9A 1 CONNECT TO CONTACTOR 2 LOCK -ON REOUIRED BO LIGHTING 13032 X 1.25 = 16290 MISC. 4690 TOTAL 20980/120V = 174.8A 3 I.C. CIRCUIT CO LIGHTING 10530 X 1.25 = 13163 MISC. 7722 TOTAL 20885/120V = 174.OA 4 SEE SECURITY DIAGRAM 400/3 MAIN BKR. PANEL - B AIC RATING: 10,000 AIC VOLTS: 208 V. PHASE: 30 WIRE: 3W MOUNTED: FLUSH BUSSING: 400 AMPS FEEDER: SEE RISER LOAD A B C BKR CK CK BKR A B C LOAD RTU-1 7716 80/3 1 2 80/3 7716 RTU- 2 7716 3 4 77167716L56 7716 RTU-3 7716 80/3 7 8 80/3 7716 RTU-4 7716 9 10 7716 7716 11 12 7716 SPACE /1 13 14 80/3 7716 RTU-5 15 16 7716 17 18 7716 19 20 20/2 1082 1 SITE LIGHTS 1,2212211082 23 24 20/2 1082 SITE LIGHTS 1,2252611002 27 28 20/2 1082 SITE LIGHTS 1,2293011082 31 32 20/2 1082 SITE LIGHTS 1,2333411082 35 36 20/2 1188 EXTERIOR LIGHTS 1,2 37 38 1 1188 39 40 /1 SPACE 41 142. LIGHTING TOTAL 0 1 0 0 1 4434 1 3246 1 3352 LIGHTING TOTAL MOTOR TOTAL 15432 15432 15432 1 1 23148 1 23148 1 23148 MOTOR TOTAL PANEL TOTAL 15432 15432 15432 1 1 27582 1 26394 1 26500 PANEL TOTAL NOTES: AO LIGHTING 4434 X 1.25 = 5543 + MOTOR 38580 - TOTAL 44123/120V = 367.7A 1 CONNECT TO CONTACTOR BO LIGHTING 3246 X 1.25 = 4058 + MOTOR 38580 = TOTAL 42638/120V = 355.3A2LOCK -ON REQUIRED 3 I.G. CIRCUIT CO LIGHTING 3352 X 1.25 = 4190 + MOTOR 38580 = TOTAL 42770/120V = 356.4A LOAD TOTAL LOAD AO PANEL "A"= 187.9A + PANEL "B"= 367.7 A. TOTAL = 555.6 A NOTE: TABULATION TOTAL LOAD BO PANEL "A"= 174.8A + PANEL "B"= 355.3 A, TOTAL = 530.1 A STORES W/HEATPUMPS TOTAL LOAD CO PANEL "A"= 174.OA + PANEL 'B"= 356.4 A. TOTAL = 530.4 A CHANGE WIRE SIZE TO ROOF TOP UNITS TO 3-04 AND SERVICE SIZE LARGEST PHASE - 555.6A + 25% OF LARGEST MOTOR (.25 x 64.OA - 16.OA) - 571.6A 08 GND IN 1-1/4 C. NOTE: OUTSIDE DISCONNECTS REQUIRED 1/2" CONDUIT TO 2%4" HANDY BOX AT PER CITY OF SANFORD ELECTRICAL CODE. 3-500MCM & #3 GND IN 3" C. ALARM PANEL BOARD. PROVIDE (2) 14 GA. THHN WIRES - ONE RED, ONE BLACK. 2-350MCM PER PHASE & 4-#3/0 & # 6 GND IN 2-1/2" C.- f - - - - 1 4'4' NEUTRAL IN 2 3" C. TO BUILDING SIGNS, TO WEATHERHEAD WHERE PYLON SIGNS AND I LOCATE THERMOSTATS OVERHEAD SERVICE IS REQUIRED NEON BAND tKTS. OR RTU Oily --a 400 3 FUSED SWITCH #A - 17. 19. 21. 23, FUSED AT 400 AMP PANEL PANEL SCREW LOW PEAK FUSES 25, 27, 29, 31 METER & C.T. ENCLOSURE ( OUTSIDE DISCONNECTS) "A" "B" (INSIDE PANEL) (22))- R411 POLE BOX COVERLVR PER POWER CO. REQUIREMENTS 200 3 FUSED SWITCH ~- 8 POtE TNEMA3A) FUSED AT 200 AMP 10 POLE 'IT C LOW PEAK FUSES TO SITE AND C.T. ( OUTSIDE DISCONNECTS) ( INSIDE PANEL) BUILDING LIGHT TIME CLOCK PAD MOUNTED TRANSFORMER WIREWAY CIRCUITS. WHERE REQUIRED) 3" C. TO PRUNE PANEL-ELEC. CONTRACTOR # B - .20, 22. 24, 26, 28. G TO FURNISH & INSTALL CONDUIT FOR PHONE 30, 32, 34, 36, 38 O o SERVICE ENTRANCE. COORDINATE W/LOCAL PMEL PANEL PHONE CO. NO EXPOSED PHONE LINES `o Q PERMITTED ON PROPERTY aM aAa I D c' T _ T - L. 1 • I..I1 r. , , r • 4" PVC. 1" METER CONDUITBE f2/0 GROUND, BOND TO GROUND ROD, DOTING STEEL, WATER PIPE, GAS PIPE :;, n SECURITYPERLOCALREQUIREMENTS 2-350MCM PER PHASE & LIGHT NEUTRAL IN 2 3" C. 4" BLACK VINYL BASE SWITCHES y L 7 \ / 3/8" = 1'-O" DET-PB02 5 21 ONE LINE DIAGRAM - ELECTRIC SERVICE 11 PANELBOARDS-,DAGRAM 3 a 9 m coco I I N N rn m Z co U Z o U 0c a Z a. Wo a- Q N w W J D W U V, W G Z IL REVISION 1, 05/01 /95 2.10/06/95 0 Z30/95 i: bTECT DRAFTSMAN: CHECKED 9Y: 06/15/94 7N LEFT E6 HEAT Fi P CITY OF (SA.NFORD. FLORIDAI — C ` ( j /,, PERMIT NO ` a ` DATE - 1' THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER' S NAMEd. r zo n d? ADDRESS OF JOB 2,W q- crerC-k V PLUMBING CONTR.ftajj;l;ilies. — Comm. Subject to rules and regulations of Sanford Plumbing code. Residential: I Number Amount Alteration, Addition, Repair I New Residential: One Water Closet I Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Ll O Sewer r Water Piping Gas Piping Factory - built housing Mobile Home Application Fee Minimum Commercial Permit: $25. oo Total 7 COMPETENCY CARD NO Nom: NON 010HOSEE> F2'-0" FROM Eel U711 4 CO WIZ mil ADM 41. FIN15WV FLOOR Q e eig C00WINAS Wfli IOC& UnLl y COMPANY FOR ELECfW MtSR LOCATION NOTE: H.VA.C. CONflZACfOR TO PERMAWNtLY 59NCL ROOF fOP INtf MAMR5 ABOVE MACH 05CO"Cf ON LNf HO NW6. I I-UU1fEff1zhhO%AOAf WAU. NBOvt EI r;GtOCA, PAM -1 T0000 1001 F& M (91 1106L 1WeL RTU #1 RTU #2 RTU #3 RTU #4 RTU #5 MAM RTU-iH RTU-2H NO'iE: A2 REFER f0 WK Mf&5 N a r lzuN Tfl S,h.Nt71: fA,9.5 ON SHEt:f M2 BRAND TRANE TRANE RTU-3H TRANE RTU-4H, TRANE RTU-SH TRANE ROOF TOP F MODEL HEAT INPUT WCD060C3 ; 13.0/17.4 WCD060C3 13.0/17.4 WG-D06GC3 13.0/17.4 WCD060C3 13.0/17.4 WCD060C3 13.0/17.4 EATING AND COOLING- SCI COOLING CAP. UNIT M.C.A. 64,000 BTU 78.0/84.9 64,000 BTU 78.0/84.9 64,000 BTU 78.0/84.9 64,000 BTU 78.0/84.9 64,000 BTU 78.0/84.9 JLE - HEAT PUMP LEGEND 1 7 I X 1 W71U 11;5 ROOF OPENING V-s I tIiUV409fAt 6 wP WEAiF if 011w EI.ECtia A t215CONNECf Ni c.) 5A1E "E"ow Nmmftze HOST m 2'-0" FROM PINa coon 0 +1 APO FIN1%Vt7 FLOM ELECTRICAL REQUREMENT UTILITY 208/230/3 ELEC. 208/230/3 ELEC. 208/230/3 P ELEC. 208/230/3 ELEC. 208/230/3 ELEC. = i1 7 zr- w q z ULL J uz p IL ((OYY Q U0 ` F Z Z n i N Q U E REVISION 4 04/26/95 p m I VOLTS: 120/208V MOUNTED: FLUSH PHASE: 30 PANEL A BUSSING: 200 AMP WIRE: 4W FEEDER: SEE RISER 200/3 MAIN BKR. AIC RATING: 10.000 AIC LOAD A B C BKR CK CK BKR A B C LOAD FLUORESCENT LIGHTS 1476 20/1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35... 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20/1 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1722 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1230 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1722 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 984 IFLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1722 1800 COUNTER LIGHTS PYLON SIGN 1 1512 1402 RESTRM FANS EDF NEON j .21 1680 720 BATTERY NEON j.21 1680 720 BATTERY NEON 1.2 1680 30/1 2000 WATER HEATER NEON 1.2 1680 20/1 800 BATTERY NEON 1.2 1680 1500 ALTERNATOR NEON 1.2 1680 900 RECEP. DIRTY POWER NEON 1.2 1680 1512 RECEP. & FANS IMPACT WRENCH 800 800 BATTERY H.P. COUNTER 2.3 6.00 1680- BRAKE LATHE PHONE CKT 2.3 720 1736 KITE LIGHT ALARM CKT 2.3 720 150 TIME CLOCK 2,5 H.P. COUNTER 2.3 540 CO. CNTR & MRG. 213 LIGHTING TOTAL 9222 8034 7824 4428 4998 2706 LIGHTING TOTAL OUTLET & EOUIP. TOTAL 72D 1520 1200 4768 3170 6522 OUTLET & EOUIP. TOTAL PANEL TOTAL 1 9942 9554 9024 9196 8168 9228 PANEL TOTAL NOTES: AO LIGHTING 13650 X 1.25 = 17063 MISC. 5488 TOTAL 22551/120V = 187.9A 1 CONNECT TO CONTACTOR 2 LOCK -ON REOUIRED BO LIGHTING 13032 X 1.25 = 16290 MISC. 4690 TOTAL 20980/120V = 174.8A 3 I.C. CIRCUIT CO LIGHTING 10530 X 1.25 = 13163 MISC. 7722 TOTAL 20885/120V - 174.OA 4 SEE SECURITY DIAGRAM 2-350MCM PER PHASE & NEUTRAL IN 2 3" C. TO WEATHERHEAD WHERE OVERHEAD SERVICE IS REOUIRED METER & C.T. ENCLOSURE PER POWER CO. REOUIREMENTS NEMA 3A) a .r. 400/3 MAIN BKR. PANEL - B AIC RATING: 10,000 AIC VOLTS: 208 V. PHASE: 30 WIRE: 3W MOUNTED: FLUSH BUSSING: 400 AMPS FEEDER: SEE RISER LOAD A B C BKR I CK CK BKR I A B C LOAD RTU-1 7716 80/3 1 2 80/3 7716 RTU-2 I 7716 3 4 7716 7716 5 6 1 7716 RTU-3 7716 80/3 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 80/3 7716 RTU-4 7716 7716 7716 7716 SPACE 1 80/3 7716 RTU-5 7716 7716 20/2 1 1082 SITE LIGHTS 1,2 1082 20/2 1082 SITE LIGHTS 1.2 1082 20/2 1 1082 SITE LIGHTS 1,2 1082 20/2 1 1082 SITE LIGHTS 1,2 1082 20/2 1 1188 EXTERIOR LIGHTS 1.2 1 1188 1 SPACE 41- - 42 - - - - - - - - - - LIGHTING TOTAL 0 0 0 4434 3246 3352 LIGHTING TOTAL MOTOR TOTAL 1 15432 1 15432 1 15432 23148 23148 1 23148 IMOTOR TOTAL PANEL TOTAL 1 15432 1 15432 1 15432 27582 76394 1 26500 IPANEL TOTAL NOTES: AO LIGHTING 4434 X 1.25 - 5543 + MOTOR 38580 - TOTAL 44123/120V - 367.7A 1 CONNECT TO CONTACTOR BO LIGHTING 3246 X 1.25 = 4058 + MOTOR 38580 = TOTAL 42638/120V = 355.3A 2 LOCK -ON REOUIRED 3 I.G. CIRCUIT CO LIGHTING 3352 X 1.25 = 4190 + MOTOR 38580 = TOTAL 42770/12OV = 356.4A LOAD TOTAL LOAD AO PANEL "A'= 187.9A + PANEL "B*= 367.7 A. TOTAL = 555.6 A NOTE: TABULATION TOTAL LOAD BO PANEL "A'= 174.8A + PANEL "B"= 355.3 A, TOTAL = 53D.1 A STORES W/HEATPUMPS TOTAL LOAD CO PANEL "A 174.OA + PANEL "B"= 356.4 A. TOTAL = 530.4 A CHANGE MARE SIZE TO ROOF TOP UNITS TO 3-14 AND SERVICE SIZE LARGEST PHASE - 555.6A + 25X OF LARGEST MOTOR (.25 x 64.OA = 16.OA) - 571.6A 18 GND IN 1-1/4 C. 4 3-500MCM & #3 GND IN 3" C. LOCATE THERMOSTATS ABOVE TIME CLOCK AND CONTACTORS. TO BUILDING & PYLON SIGNS & NEON BAND CKTS. 4-p3/0 & 111 6 GND IN 2-1/2" C. / A - 17. 19. 21. 23. 25. 27. 29. 31 r 400 3 FUSED SNATCH PANEL PANELFUSEDAT400AMP LOW PEAK FUSES - A- "B" 200 3 FUSED SWITCH FUSED AT 200 AMP LOW PEAK FUSES FLOOR TO CEILING FURR. OUT WALL FOR CONDUIT pm TO SITE LIGHTS & JCT I ` 28' 30 03A4. U. 38 C. T' PAD MOUNTED TRANSFORMER WIREWAY WHERE REOUIRED) O 2" C. TO PHONE PANEL-ELEC. CONTRACTORMTOFURNISH & INSTALL CONDUIT FOR PHONE SERVICE ENTRANCE. COORDINATE W/LOCAL PANEL PANELPHONECO. NO EXPOSED PHONE LINES PERMITTED ON PROPERTY 'A' J TIV- 1 k / i e 4" PVC. 1" METER CONDUIT 12/0 GROUND. BOND TO GROUND ROD, FOOTING STEEL, WATER PIPE, GAS PIPE '} 2-350MCM PER PHASE & NOTE: PER LOCAL REQUIREMENTS NEUTRAL IN 2 3' C. SERVICE WIRE QED IN ACCORQM WITH ARTICLE 230_90 EXCEP110N 13 OF 1993 r NATIONN. ELECTRIC CODE WHERE LOCAL CODE WAS NOT ADOPTED 1993 NEC, SERVICE REFER TO FL FOR PANEL LOCATIONS. 3/32" = 1'-0" WIRE SIZE SWILL BE INCREASED TO EQUAL THE SUM OF SERVICE DISCONNECT FUSES. SCHPE28A 21 ONE LINE DIAGRAM - ELECTRIC SERVICE 1 DIAGRAM ` PANEL BOARDS couo I 1 N N mC" 8 Z 0 M UZ 1- _ m O u c a s C) CDCL 0 D w 3F QLUN Q u- U Lu J 0 0LLO W C4 V) i C4 d) J Z g 0- REVISION O Z 1. 05/01 /95 2. Ip a 4. TEC 06/16/94 7N E6 HEAT PUMP AUTOZONE ORANGE STRIPES (SCOTCHCAL) #3630-44 AUTOZONE RED LETTERS (SCOTCHCAL) #3630-43 lo.-07 9945 SERIES PANAFLEX MATERIAL 4" 4" 10'-0" t I 2» ENTS DOORI AS REO'D I BLACK TYP.) t° N ORA,VGE n c"i 0 0 "' RED I L"JLIL7 I "l IJJUI i ° t L -- — -- —POLE-TO-BE --- WHITE PANAFLEX MATERIAL, KABEL PAINTED WHITE INSIDEQoSTYLELTRS. FOR DISCOUNT AUTO PARTS» 3M SCOTCHCAL #3630-22 SIGN CABINET a BLACK BACKGROUND U a 0.050 ALUMINUM FILLER AND RETAINERS PAINTED BLACK 7 ( MATHEWS 42-204) I STRUCTURAL STEEL/SUPPORT STRUCTURE/ANCHOR BOLTS AND CONCRETE FOUNDATION TO BE SIZED BY SIGN COMPANIES LICENSED ENGINEER TO MEET ALL SITE SPECIFIC REQUIREMENTS AND CODES. PRIME ALL STEEL WITH RED BASE PLATE AND NUTS PAINTED BLACK OXIDE PAINT AND WHERE STEEL OCCURS IN I (PAINTED IN FIELD) LIGHTED SIGN CABINET PAINT FINISH COAT WHITE. ILtN k ' p NOTE: AUTOZONE' TO BE CLOSEST TO STREET SCALE: 1/4' = 1'-O' SIGN #1 50 SQUARE FEET PAINT GLOSS BLACK TOP OF FOUNDATION PAINT TO HAVE RUST INHIBITER) / 1-1/2' BELOW FINISH GRADE rn n a Loco Ll NNMi FINISH GRADE X STANDARD PYLON a NON -SHRINKING GROUT BENEATH BASE PLATE N 510CP/20 BY SIGN CONTRACTOR. INTERNALLY ILLUMINATED RIGID CONDUIT WITH ONE 20 AMP CIRCUT REVISION IN FOUNDATION F ELECTRICAL SERVICE BY C. , 08/12/94 Q 2. 11/10/94 z A. o ARMO: NOTES: TO EXCAVATE ( FURNIISHED SOIL, BYCONTRACTOR) SIGN EL H AND OR BOLT Dwisma CAGEPROVIDE /., p r MY 91 r r CONCRETE FOUNDATION (FC = 3000 PSI.) T f FOUNDATION SPECS: 03/ II/94 wj4'-5' X 4'-5' X 5'-0" DP (TYP) SIGN CONTRACTOR TO FURNISH ANCHOR BOLT CAGE NOTE: SIZE OF FOUNDATION SUBJECT FASTENING NUTS, LEVELING NUTS, AND ALL cF;^•' ` ' TO CHANGE AS SOIL CONDITIONS REQUIRE. LABOR AND MATERIALS TO INSTALL POLE AND SIGN TO BE ENGINEERED BY SIGN CONTRACTOR SN FINALELECTRICALCONNECTIONBYG.C. r' r A t., PROJECT NUMBER: 02401 PROJECT: 2414 FRENCH AVENUE 5ANFORD, FLORIDA 32111 DATE: 5/0/95 INDEX TO C2.0 SITE DETAILS CZ.D SITE DETAILS C2.2 SITE DETAILS 4a- it DRAWINGS FLOOR PLAN FIXTURE PLAN FLOOR TILE PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS WALL SECTIONS WALL- SECTIONS EXTERIOR DETAILS EXTERIOR DETAILS SOFFIT & STOREFRONT PLANS STOREFRONT ELEVATIONS STOREFRONT DETAILS INTERIOR ELEVATIONS 4j F.%9 r¢-&-••.us /.f d f X-X v//CeWA /o ! 7N LEFT - EXTENDED A15 INTERIOR ELEVATIONS MI MECHANICAL PLAN ADDS RESTROOM PLAN / ELEV. / SCHED. M2 HVAC DETAILS A17 DOOR ELEV. / DETAILS / SCHED. M3 PLUM®. RISER DIAGRAM / DETAILS AIS ARCHITECTURAL SPECIFICATIONS M4 MECHANICAL SPECIFICATIONS AI9 ARCHITECTURAL SPECIFICATIONS M5 MECHANICAL SPECIFICATIONS A20 ARCHITECTURAL SPECIFICATIONS UTILITY CO,NN.ECTION FEE A21 ARCHITECTURAL SPECIFICATIONS '006 _ ;, A22 ARCHITECTURAL SPECIFICATIONS El POWER PLAN ,Newo6- Ai9-Aft A23 ARCHITECTURAL SPECIFICATIONS EI.D NEON POWER PLAN sus o2 sF`'` ? ( (=f)S— A24 ARCHITECTURAL SPECIFICATIONS E2 COUNTER POWER SYSTEM A25 ARCHITECTURAL SPECIFICATIONS E3 LIGHTING PLAN A26 ARCHITECTURAL SPECIFICATIONS E4 LIGHTING DETAILS A27 ARCHITECTURAL SPECIFICATIONS E5 ALARM/PHONE DETAILS E5. 1 ALARM KEYPAD AT PILASTER SD FOUNDATION PLAN E6 PANEL SCHEDULE SI. I CONDUIT LOCATION PLAN E6.1 SECURITY LIGHTING e ADDENDUMfil---' S2 FOUNDATION DETAILS E7 ELECTRICAL SPECIFICATIONS //z S3 ROOF FRAMING PLAN ES ELECTRICAL SPECIFICAff iss., S4 FRAMING DETAILS D t ``•f A. S0XI00POLOSI.G64r ALL DESIGNS, DRAWINGS, PLANS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF AUTOZONE INC. USE IS LIMITED SPECIFICALLY TO SAID PROPERTY. POSSESSION OF PLANS DOES NOT AUTHORIZE US?; PROJECTS, ANY REPRODUCTION IS PROHIBITED WITHOUT THE EXPRESS WRITTEN CONSENT OF AUTOZONE. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE CONDITIONS ON THE JOB SITE. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY DRAWINGS. NEITHER AUTOZONE, INC. NOR THE DESIGNERS RESPONSIBLE FOR THE DRAWINGS HEREIN WILL DURING OR AFTER THE APPLICATION OF SAID DRAWINGS AS A GUIDELINE FOR ACTUAL CONSTRUCTION. SAME FOR CONSTRUCTION OF OTHER PONSIBLE F,iR%ALL DIMENSIONS AND IUME+ tWBIS FOR MISHAPS BEFORE, c,, Copyright 1993 NOTE: L16W FIXIM5 AID TO PE At2.A151E12 AT NIGHT TO MUM COMPLETE COVERAGE OF PAMNG & PRNE5 WITHOW 51'L . OVER OF LIA•If TO ADJACENT FMOPEIM I? N 1r l.ljl II4d II• I IET I LII Tl I i I 3/6' = 1'-0" 3 1 SITE LIGHT POLE LIGHT POLE FUZMI5HED PY OWNER 4 ANCHOR POI-T5 FLRNl5Wt7 PY LIGHT POLE MANLIFACMIZ 5ET POLE ON NON-WNK GJWUW BASE 3/ 4" CJ• WER FIN15H 61ZAM OR TOP OF PAVING: 5EE 5t1E PLAN FOR LOCA11ON 24" PWAMR GONG. ME W/ 4-# 5 BAR5 vERnC& & #311E5 a 12" O.G. 1'-0" 01AMMIZ N b I N m HAtrIP RLMEP DOMCP TOP TO ALLOW FOR WA1ER I&N OFF c ' a a 3/ 4" CPX PLYWOOD 4' XB' ATTACH WITH'3/ Be' FLU5H 5MA612" ON CENTER 21MAM7 2"X4"X Be L. IScpUNT AUTp P III / i I T-611 C0MIN ARTS lli / I INTO G SD N / GRADE 4 °_ ° — Falk#4 WI11 i I #311E5 AT 12" d I ON ICeNTER 510N FACE 3/ 16" COROP w 15 FOLlZ #3 — — ° o 5U'PLIED PY MrOZONE & INSTALLED EACH WAY Y-6" PY COMTIMACTOR. U5E #81EC 5CIZEW5 W"H 1/ 4" GALVAN2ED WA5WR 24" ON CENTER & I" PACK FROM MAX. NOTE: POLLARD5 TO BE FORMED FROM 50WtM5 REFER TO SHEET 5-1 FOR BOLLAW LOCA110N5 3/4" = 1'-U' SEC-C10 1/4" = 1'-0" SEC-009 2 1 BOLLARD SECTION I I I COMING SOON SIGN TOP OF WALL ELEV. 5EE 5tM OR GRADING PLAN ELASTOMERIC CALLKING AT BASE ( aMY) CONCRETE WALK d 5OUP CAP BLOCK cz _ C D 8" 5PLIf FACE CONCRETE---:- _ BLOCK PAINT TO MATCH `D NOiE: °O PULPING aZOLtf ALL CELL5 501.ID OF f0 4' H VER11C AL # 5 PAR a O.G. AZOUf 501.I7 POND AREA FIN15H MAPS VAM5 - I5EE61MIN6PLANI > L0 CONC. FOOTING I ' W/ 2 # 5 PA15 1, 4, CONDUf COWNLJOU5 SEC-C13 3/4" = 1'-U' 4 1 SCREEN WALL DETAIL SEC-Cl 1 3/ 5 TOP OF WALL ELEVATION 5EE 511E OR GRADING PLAN 4x4 IWAM7 PINE P05f 8' -0" O.C. MAX. 5PACING Ix6 5OI.WM EDGE CEPAR FENCING 11ZEATEP 2x4 PINE HORIZOW& FRAMING FINI51'ED aZA17E VARIE5 5EE aMING PLAN 12" m HOLE FILLED WI1H CONCRETE N UVALL DETAIL t{ i SEC-C12 ` 0 Mco rn rn a 0 UMz N N Z W 0 U ' W dS a 5 N o WM O d U rr- zN wU_ 1L ai Q W0 It di) W REVISION p o Z 2. 3. L 4- IlEC DRAFTSMAN: CHECKED BY: DAM 3/3/94 C2• Ep 4x4x1/41'51EEI. P05f W/ CL05W TOP 5ET 2' -6" MIN. IN CONCIam roolm IS x3x1/4" 51ML— AJa.E FRAME 2 x 4 IMA1ED PM I PMIW TO ANa.E FRAME It 6 50UNM EDCx CEDAR 80A V5 5czw MA01tO2x4MEAMM T = 1'-cr 3 ( STEEL FRAME 2" NV FOR ALL BA, HOMOW& & vmE VERTICJV. MECH*M-5 IN DOF U45 $ 4' -0" OTO EMBEDDED m a.EK EDa: OR SEt IN e" PmwIN OMB LOCAnM i RAILING DETAIL b 0w H/2PAR 41/2" 141/2" 51M BALL PEA" t311TY5 rki PROP LATCH ROD WITH "JAMIS law CA51M *31-515m SEC-C1913/16 = 1'-Cr 5fM1,IrY # 1261 aMt tCH OR EOl1Aa i _ i.,. ll 18'—d' CLEAR 5'-0' 8'-0' O.C. 6' Hai WOOD F F 3 ( DLIMP5T1rR 1 1 17aW1P51ER o C2.2 6-6 CY 6-8 CY SiTL PLJW) L J L _ J T uj GAZ5 (r / w-amp, I = CONCEM 5M 5tM PLAN) PM I 6" CONCRM 5LA8 W/ 15' I b M. FLL.L WIDTH AWNCONCIM W FRONf OF DUMPSTERFOi0T1NG SLOPL I% t0 DRAN I FRONf VFW 2 1 DUMPSTER GATES OF RM.WG Wt.D t0 — MIa.E. SEL 5111; RAA.ING LOCA110N b 61175L D.G. E.W. b •. b 1/ 4" 'MC. 51M WPM HOOT: ANCMOR FOR b MOLmm 81JMPER 4a12"EW. b all coNcRm WALL DOCK WALL F 51MLm t0 t SEC-C18 1/g' = 1'-T I I DUMPSTER LAYOUT 41X31XI/411LLLH CONTINIJ M A OW PEtaMETL7t OF DOCK 5W 16 1/ w = 1'-U' TYP I CAL DOCK WALL toP OF wmlNG Pod, SLAB EMf1510N 2" 0 PIPE WELD A.L PANE 00 SEC-C17 4 At N05MG W DOCK lar cANwof 8E 1, 4-I/2" TO it_ I 'I_ Aacwrt?ct IF 15— t0 5a PLAN. SE C15 1/7' - 1'-Cr '3 STAIR ANVj'%, ANQ,I, AIL r, , E.. dll 00 U) Z 2 F"" 3/3/916 1 H4'l CZ.2 r. a0 CD CD 0N O ck: C le J 0mp.. Q mO Eo- o rIN N co M et co L2 N O) N N. i I L5w OI f7OWN5f'OUf 47i---4" — Nm: wx-m f0 5fORftow WAL5 AM2 MZVA11ON5 FOR EXACt 171MEN5M. 11'-8" .4'-0' 18'-4 1 r 121'-4" CLEAR OUTSIDE DIMENSION 120'-5' .OUTSIDE T BLOCK TO OUTSIDE g' BLOCK (90.5 BLOCK 52'-T 10 8'-1 5/I EXPANSION JOINf 118'-6 1/4" INSIDE FINISH WALL TO INSIDE FINISH WALL I IVIV1 VERflCAI. WINFOWN6 (rdY- L) N OKE * 5 VW. Q w"O.C. Z ONE #5 VERf. AT&L JAM65a ONE * 5 MY. 0 2411 O.C. (FRONT WALL OWY) F-M * 5' 5 VERY. Q PLASM ( FROW WALL) ALL cmL5 W/ imINFORCWG f0 BE C aam 5mv HORIZONTAL WINFORCWG tYPICAL MR-A-WN,L N.I "IV M40a CaJM5 POW MAM5 -?WO !65'5 COWINUOL15 5W WALL 5EC71016 FOR LOCA106) Wm in 2 NM: 20'-8" 4'-0" 6'-9 1 2" INFER TO 8, % tef A 16 E I FOR EN.A1 EW VIEW OF FUtaZ OUf WOMEN• 1 5iROOMS I E5 FOR N b I1RICALALARM/ NOW co MEN I CL05Ef. m I W I U I M IC 0-' c 1 / 2" 4' x8' PLYWOOV FROM FLOOR fO 8'-0" ADM FINISHED FLOOR. APPLY t7MILY OVER %fz-nm L15M C4ON5R XTION AM5NE W1tH 5L»W5. 100'-2 5/8" FROM END OF STOREFRONT TO PLYWOOD PANELS AT WALL KIM: rm mA-r wL mER 5LAa Aw 5 mef MYOW % A8 FOR t1;I2 M5. SMAMMeW 5NAU. COMrI.Y VM ALL AI'i'I.ICA[jI.E CODS. 50'-8" NOT: 1. REFER f0 5M FLAN FOR ALL FIN15W17 AZiV7E5. 2. ReFER fO 51I3J ".& 5MET 51 FOR FOLWAnON - 5W nIMEN5a6"FOR 51MW" - VOLLARI7171WMON5. 101'-8" 76.25 BLOCK RUN (12" V-5 23'-4" If i3 i ' (' 1 tlV 1 V : LuI//I.mQ l W t1;1.5u am i`1hlI0 w r,!' L`.' WlJL.45 5aV 111f1 2 #4 p w H ,r1 • /. i .' # V 8" BI;JM paw I f0 %T 51 FcR pm<,OTAit rr ' 9 L .- .. coL)I .rLo u') rn in O O ZO 00 U i Ha W O V C13 Z 2 oa W 0 " W zI- W ( r Q LL z WR Z i6 J IIQN o O LL MVISION 4 n Al 7 Nom5: rD(1=5 %VWN AM rlXN15WL? AW INSTAI,W7 BY OVMJM VIAAEN51ON5 5iOW4 Ali WAR AI5LE I71MEN51ON5. IN7rATe5 LOCAT10N OF 51.9, AX FIIiZFYnNaJ%tR k a ARCHITECTURAL DIMENSION PLAN SET- UP PLAN ISSUE 06/09/95 co coU' Lo o 0 c m Z 0 Do to a Z W 0 U ' CIO a 2 0 aWW) 0 C) W Z WN 4 J U "' z Z 0 LL LL IL C4. 4 .q W s A to H X W REVISION 4 n 1.03/07/95 2. 06/09/95 3 n c 4. ce CHECK 9Y: 6/ 15/94 7, A2 R n ME I < Or W O I tD to I Lo it 19'-4" f0 8" MOCK Et7GE 1; 26'-5' a,),_r%" 26'-0" 6'-0" 6'-0" I I OWN`t'011f-VANIZEt7 Gl1fsiz 1YPICAL) Q C1aoTr LINE RLV IF ROOF5fZflON WITH At71 M09AL LA1riCK5 OF IN5LLAfM VOAta7 tIP0 AIZAI p051T1VE ROOF SLOPE f0 m vZ 1/ 4" PER I'-O" Af CRi Uf. a M W SE' ONWON.'s i ROOF a" %OLIL W ' FLJad15HEt7 EW OWNER, AN17 WSfAL at713Y CON RAMR. COmmfOR SHALL PROV1m ALL FLASHING *V COUONMA5HINO. WIFER fo .%VEf M2 FOR ROOF a" WA9.5. 19'-4" 26'-T 1' jL_ t0 8" MOCK WCE 2' X 2WALKPW.5 C1aCKEf LINE El ElEl El El JA Rah E EILLiLin RTU #4 RTU #5 ROOF HATCH 1XV7 LP ROOF 5EC11ON WtM At7171flO" L.A1tM OF IN5LLA11ON VOAta7 f0 ACHIEVE P05flVE t7RA1NAGE. ROOF 5LOPE f0 m 1/ 4" PER I' -O" At CRUTf. INt71CA11;5 LINE OF 12" BLOCK BELOW PARAMf WALL 4 Al 1- 8" 6'-0* 6'-0" 2" WIM . 040 GA. 4 7 ALIJMNLIM 51wW/ Ag 1/ 2" M& HOLE FOR NOt S, , Law PM N .00 — Sim ANI?, ri _ 1. ALL CXXM f0 BE 3" HIM AT 1F E CENTER OF EACH ROOF OPENING LOCAM2 — i Af flMHIM 5117E OF ANY ROOF OPENING. SLOPE VOM WA V AROLN7 ROOF OPENINGS. •WP?', 2'; it r ('5w.. MTL1121, 2. ALL ROOF W&WAP5 (2' X 2') Ala; fO BE WPMIN 2'-'-OF EACH HVAC ROOF C11a3 • I - . r- , i .1 f0 WRAP ALL Di1 ER WALKPAt75 f0 BE 5t'ACEt7 2' -6" ON CEN11;R. r ` :rq' I I I LNI7ER COPING LIP 3. 5EE ROOFING 5PECIFICA11ON5 FOR APPI11ONAL INFORMAf10N. 4. WFER TO ROOF FRANUNG PLAN FOR LOCAf10N OF M' 5 C ROOFTOP LNIT5) . NO - r _ DET- A05A t1 T P1 A P'1 /\ 1-1 A 1"1 A 1"1 r T nv /, n Ln I I N NM M O O Z O Uz Z H Lf = U do U C a z CL W 0 W z Wr Q U ' z LL z 0v_ z A s N to LL C) O REVISION 7 1. 08/ 29/ 94 09/15/94 17 c L2. 3. 4. 9Y: 6/ 15/ 94 7 qfrWT A4 I REVISION 04/27/95 REVISI"` t I I i IIr Q •/ iI iI v nay I • :N: / I / i / i/ i 4Atbuy. I / — / / ;: ' it • I / r ,' / — : / i/ { / / I ' / / i Ali: IN: i / • :: n ', ; •/ ' . ,.' - gin: ' - '.../-' :.I - _ii iff MMAK et sy FILJI5w[7 FLOOR 2'i Si.B.t Ss / '«'." . :\ MINI FLOOR v LIOLEs an' O.C.•I ; •' EI eVAPON I L.EV Lt 2" 5L.At3 ReCE55 fO 5tT PL M WE F HOLV5 ' r TO,5#il: F'I.MI 2" 5W RECi55 Q 32" O.C. 32" O.C. Nom: _ oveRL V REFER fO FOWDATION _ - I Ft;IZ t0 01.1 A710N NOT>;i - ; 1 4 Md.. PLMMA M1D FOL1VPAf10N BIZ fO FOU 7MM PLM AW FOUVATION I7 -ML FOR ACIUAL710NBAI t'fAIL FOIZ ACTLJN. L7f;TNLs FORAGTLW. FOOTING GOIJt7ttiONS, O WOR MA5HNG IN?. FoonNG CONPMON5, FOOM6 COI t MON5. 316' = 1'-0" SEC-A02 3/8" = 1'-0" SEC-A03 3/8" = 1'-U' SEC-A18 3 1 WALL SECTION AT WALL HIGH SIDE 2 1 WALL SECTION / LOW SIDE PARAPET I I WALL SECTION 10W SIDE WALL 0 co r i U N13- o U ' dS a z W o w Z W Q u- V Z z 0 O F- U0LLZW cv cI) J Q a g REVISION p O Z 1. 3. c 4. ARCHM ffr: 6/15/94 7 A7 2" X 8" WOOD NAILER 4" COPING WALL FLA51-11NG TO for OF WALL 4" CANE. 51P — FOUR PLY BULL IF ROOFING 5Y51EM IN511ATION 5Y5eM MEf& DECK AW J015f FURNI5W17 BY OWNER 8" G.M.U. BOND BEAM 5PLIf FACE) WUH 1WO — 5's CONnNUOM A WW BUILDING Af II'-6" A.F.F. 8" METAL 5111125 AT 16" O.G. WITH 3-I/ 2" FIBWa A55 IM51LAIION OF R-13 AW — FOLR MIL. VAPOR BARBER, A4NN5f BLOCK WALL. PROVIPe 3/ 4" METAL CLIP5 Af 4' -O" CENIER5 VERnCALLY BEMw METH. 5 LV5 TO 5ma 511.1125 TO GONCIeM ROM U - 0.06 4" COVE BASE 1/ 8" VINYL GOMP051110N FLOOR TILE CONCRM 5LAI3 0 0 NGgD: 5PUf FACE BOW BEAM BLOCK COLIM BELOW COMNG, Wa55 7 SINGLE 5COWL7 FAa BLOCK GOUM5 IN BY 3/ 4" N fOp OF MA50NRY I7'-6" A.F.F. dh 8" G.M.U. 5FUr 5mtf FACE BLOCK POW BEAM W/ V\ 1W0 *515 COW. 8" C.M.U. IDMIXAML I 2" X 8" WOOD 4" CM 4" CMr. 51M FOLK FLY BUL 1, IF - RooFING SYSTEM IN5iLA11ON SYSTEM R-19-1 MEfAI. Ma AND J015f FU3J15HED BY OV"R --i I" X I" fZ5 VEmlc.& REINFORCING TWO *5's 24" ON CEN'U FRONf w&L, S2" ON CENTER REMAINING WALL5 8" 9'L.tf FAGS G.M.U. 41IX6"XI6" BLOCK VAJH 5MOOiH 'BLOCK' i CHAMFER wix 8 I "XI6" 5Mtf 0 FACE BLOCK I FINI5MI7 FLOOR Z4 N. "-VAf1rJIJ . 2" 5LAB WCE55 WEEP HOL.E5 a 32" O.G. I . J• . REFER fO FOUNDATION OVEMAP PLMJ MID FOLbVA11ON 4 MIL. WAIL FOR ACTUAL BARRIER FOOTING GOWITION5. WOW F A5HING 3/6' = 1'-0" 3 1 WALL SECTION REFER to 5wz-r All my E3 5OFF1f L1WNG LOCAT1ow N, I I I I I I I I 2>-T' I I I T' 0 No1E: - MR fO FOUNDATION PLAN AW FOLNDATi0N 12E'fAL5 FOR KIIJAL FOOnNG GON12111ON5. SEC-A05 3/8" = 1'-0" 2 1 WALL SECTION WAU. FL.A5HIN6f0 tot' OF WAU, EXTERIOR IN% LATION AND FIN15H SYSTEM REFER TO 9WFICA11ON 3- 5/ 8" Wf& 5RLJZ2 WKING V IVR AM At 48" ON C WER 6" MEf& 5W Af 16" ON CENMR5 16 GA im. PANEL 15 Hii 8 "J" Q-1AINISn 5oFFtf 5Y51EM FNN1 ALxozow " ter' CONfAGf JOHN NEL 901) 278-ti"' BLOCK wim to 9roRefRow to lo BE 5MO01H FACE FACE. FAW 5CWME TO Reim FRO ° PAINT Lair GImY .. I" NNf DARK MY PAWf LLW aMY 7 PAINT DARK awY 2" X 8" WOOD NAILER 4" Got'ING WALL FLA51-11NG TO fop OF W&L 4" CAW. SiRlp- FOLtR i'L.Y BUL.T IF ROOFING 5Y51EM IN5ULA110N 5Y51EM 8" G.M.U. BOND BEAM W/ Two 515 CONT. all G.M.U. BOND BEAM 5MOoiH FAGS) WtM TWO 5' s CONIIN a 5 AROW OLLPING AT II'-6" AFF. 1/ 2" CW5WA BOARD 3- 5/ 8" METAL 5TUD5 Al' 16" O. G. WITH 3-l/ 2" FIBUrALA55 IN51. 11LA110N OF R43 AM — FOUR ML. VAPOR BA ZIMR. AGAIN% BLOCK WALL. PROVIi2E V 4" AW& C1,1105 At 4' -O" CENTER5 ve iCALLY BEHIND MI: fAL 511. 1125 TO 5FUZ 51W5 fO CONCRM BLOCK. U - 0.06 4" COVE BA5E 1 / 8" VINYL GOMt'05MON FLOOR nx GONCM- TE 51.AV - FIN15MV FLOOR ELEVATION IMFER 2" 500 Ma55— TO 5tM PLAN mpr-p HA.ES a n" O.G. REFER fO FOINDATION PLAN AW FOLWAIION WAd- FOR ACTUAL F0011NG GON121110N5. SEC- A07 3/9' = V-0" I WALL SECTION i 8" C.M.U. 5MCM FAGS BOND BEAM W H TWO 5' 5 GONnNU0l.J5 4 A9 J 51M TOp OF MA50W NINE COLM5 DO NOf Wa55 BLOCK. WaIVE5 EXTERIOR FIN15H 5Y51eM 5EE ELEVATIONS. 4" 5MO0TH FACE BLOCK TO PROJECT OUf V 4" VERnck IMIWOWNG 1W0 * 5's 24" ON CENTER FRONf WAI.I., 32" ON CENTER REMAINING WALL5 4" 5MOOTH FAGS BLOCK TO PROJECT OUf V 4" 8" 5mtf FAGS G. M.U. 4" x6"w6" BLOCK WAN 4"X611X16" It C% WWFER EDLL 8") Q2"w6" SPLtf FAGS V BLOCK 1 k 4 G~';;:% FINI5HEt2 FLOOR n• s' R j 1 yR n mco w s Lo u o 0 v v 8- O co H= U)( L uj O U co z 0- W" 0C> W Zr r4 J U) z U- o 0 LL~ N`— tq w U) J Q REVISION p o 2. Z 3 4. DRAFiSMAU: CHMED rt . 0 6/15/94 A8 ROOF HArcN FLANS \ C-- REFER t0 FeAMING DETAIL 51tf. 54 0 REFER TO SHT. S3 FOR LOC. METAL FLASHI Alm FVER K CAW. I Y) JOIST BED a- 14'-211 271/e B01-tCUM FLAMING fO G-Q•1ANI L 1111/ 411 BEI WN JOI5rf5 ROOF HAXH REFER tO 5i'Earill t10N5 G6 8.2 G-OW4-EL NOM FOLK PLYIN Iir / IWICAIE PtLfAr ROOFINO OF -/• r , r IPER Poor MILMON vow ROM eVcr III I nl _... III I lose los, 1 1/ u. I low IIII 2" ANCHOR 1 ee:eiillld!!ee:e=e5i 111>°!!: ie_el l it POM AT ON aMM MUM AAM 616106I MNOA10 pea 6" X 6" X 22 JOINf lEr= r CurlER r MLLMM r I rI NOr CONIINUOL15N r • r L70M --• 5TZAP5 MIN. DETAIL AT EXPANSION JOINT ROOF EDGE DETAIL AT LOW SIDE M5 VFW HA5 BEEN 5HOAN EXAI.riCER&M7 IN ORDER fO INDICJIIE 22 GA, GN-V, N • FROMINSfALLAIM OF ROOFING M115 AND FLA5F9NG. ROOFING 5Y511;M 1 :.. Eq.- , it .. i/ /, / r 1 : / •\ 1.•w 11 i i r f.. FOM RETAIVMr• 2OCMNO1: r r : • • 1 III PECK. i• i / . all 5pl;l! Q.. 11 C11 r 5HVAIHN,2 ON B.. I C..II li r I1 IC iII one MX55 N•: Ir 1 C•• OR II !s 611 W&r ON a r11.111, 1- , I / Mmie it p. s Mco I 1 N N M M j C> m O • UM N N O u• c a Z WM W Z W Q n uLL Q Zp wWp[ LL 0 z o s cv to W w REVISION p Z 09/15/94 Z 3. 4 MATTSWK- er: 6/15/94 7 A9 11 1/2" 11" 9" X 10" X'S/•8" BEARING PLATE LINE OF 12" MT- FOR BEAM CONVNI. AlION W/ C 2> I/ 2" x 6" LEGS AND HOOKS IN EII25'f51G12aKBI,UQC BELOW 1 /2" 4" /W CONMC110N REFER VIOL 501.1OFJ015rfnl FLY, t0 5?Ia.1G?1JZAL PRAW1N155 3 1 2 FOR BEAM C"NLIA11ON EXiER10R I AND CONNECTION REFER 9" X 9" BEARING+ I INSULATION AND A t0 5TRUGfua& DMMWINGS PLAZ WIIH 2) 1/ 2" X 611 I FIN15H 55SM I / '%'' I 8 9 32" 81' CMU LE45 AND HOOK5 CENTER LINE WALL 3-I/ 2" X 3-i/ 211 OF BEAM5 X 1/ 4" ANGLE CONTINUOUS 611& II j I i ! I1 5f11// Mf 1 / 2" EXPANSION JOIN 1 /2" 5" TIFF STEEL - CONCK GOLUMNimLOWMBELOW (Is" 0) EXTERIOR FIN15H SYSTEM CEFS.)L LINE OF 12" EXIVWR IN%LA11ON N BLOCK BELOW AW FINISH SYSTEM 11 AL - 1 6 X 6 SOLID CORNER 16" X 16" CMU 5w j. 6 H- 11 1 2" #5W EX11;RM IN9"flON AND 1/ 2" PLYWOOD FINISH 5Y5?EM FAZE REfAi3 ANf5w1/ 2" 5UUAM CORNER 1" — 1'-0" DET—Al6 3/4" = 1'-0" DET—A20 1" = 1'-0" DET—A07 31 PILASTER AT CANOPY 21 EXTERIOR COLUMN AT CANOPY I MASONRY WALL AT CANOPY 3/ 4" FilmV1, 7 Fil 4" FAa GALVANIZED REFER TO W DEfM.` METAL COPING 4" FACE GALVANIZEDPLYWOOD MEMBRANE FWlSfiING 4" FACE GALVANIZED METAL COPING METAL COPING 22 GA1Y GALVANIZED ETALMFLASHING 2" X 811 22 a&a GALVANM 1TZEAIED FOLK PLY Blm f-UP METAL FL.A WSEALANf WOOD BL= NG I WOOFING MEMBR" j I / ItIIIL !! IIII I / / / I` IIII) . II I! I I pn 6 .!. X 6.!. X 22. GAl1GE.. . IIII :III 6" X 6" X 22 GAIY,i 4» e q w GAI:VAMZED Qxim GAI. VAN D CUTTER 8" 5PUr FAC>;CA u POW WITH TVVO IIIj I 515 coNf. I : I j:' / / III I 411 CAW.!IItII IIIIIIII. j:'!; IIi I BLOCKFLYFBLm.f.-iP DOWN 5POUf FOUR PLY PL Lf-LP0000 cROOTIJGSY5T1;M ROOFING 5Y5TEM EX1ERfOR FINISH GOWTER FLASt NG L 411 CAW. ROOF 5Y51EM GEES.) IN511, AT10N REAR VIEW FROM ROOF F NT VIEW 3/ 4" = 1'-0" DET—A06 3/4" = 1'-0" r; / ,, DET— Al9 5 COPING DETAIL141COPING DETAIL o ul N N o 0 c: c: 8- z O U Z O u • cd a z Win 000 W zr- Wr J_ uLL Q z W F- W pZ LL O tz v O jr sctoWX W REVISION p H Z 2 c 4. ARMCF• W.Wisl AN: 6/15/ 94 A10 t 18'-2 1 16" Lo"R WIIH NOiE: PAWL 15 50FFIf 5Y9MM OIL OF 1WO 24"X24" IN51M FAGS OF mlowIN"IEP CAN BE OBfAJNEt7 FROM MLCOR ACCE55 PAWL, 92r5LIM BO 12" CONCRETE BLOCK BELOW f G FELL 51EEL & ROOF 5?RUCTI.Jt 5 1 ?.) PAW t0 MAXI -I 50PFIf.ROOF C 15#) 5Et IN CONfAGt: J01'N NEIL 5EE 17EfAIL s MA5X Lkmiz 901) 27B-32B3 WI NAM 2 SI Et AI3 B" GONC1M11; MOa CENTER M ASNII IN " "J" 1/2FIFRAMINGIIIlIF: RAMING 5YSTEM. l, SYSTEMIIcioIEGALVANt7IM I ! j i METAL GENTER n OltmmINSIt7EFACEOFLIWFIX11.5 I aft 1A211 e,' y i M Ay5T1G INi7ER GYP5l.1M BOAR RONU A iyOt'EN IryN GsV.1;/R1 FY WSntOsi RONfWV.LAP! METALLAPj: µT FIAT L Gf 51 f f I ICA "aA55 iOr_ 4u NALEn u. I4 y. E BWIVL.1Gf.lf.rr 0" 12 -Cr12 r » 0 r_ r_ r_JOINT808D" 7 IWOMA511CBED it I CSEALJ0IN17SEN.ANf At. t. AR01N19 JOINT MW CORNER 55EKG110 COPING r-0 12 Cvm-Ow p Iillll o" Il ' llll i!i liW 10 f Wf Le t0 MAfQ1 P ZAPEt 2'-11 5/8" n r r . 6 -D" s -D" 6-Cr r r 6 -o" 6 -d' r r r- r_ 6 -o" 6 -D" 6 0" 4 r Cltf I,,, t' 7-I/ 2 im BACK OF EX1E1aOR EX1El2fOR rh% FIN15N IN-caA110N 5Y9MM UI511.A?lON 5Y5TEM C11f 120 man IN t'l " OF COPING 5EG110N 59'-10 1 16" 3/ 6' = 1'-0" DET-A18 1/8" = 1'-0" PLN-A01A 3 1 COPING AT POINT LAP DETAIL I I I SOFFIT PLAN I AMY SEALANT BEAD At 5EAM5 LJW VERTICJV. COtalft WITH 2'-6" IMPWi AIW t0 r 3 !Cr 1 5*) 5Ef IN 0 I - WOW IN= CENTER Fi.ASMNG 3 N I to p1 1 IIIII FLAt 5fOCK N 1 I zo I GAI.V.MEtAL 4 1------------ iv i GAINHp 5" IN MA5X f UN17ER COPING MEfA1. I,J1p III .. JOINT' NAILED I I I IWO MA5X BED I Al 1 1 DER COWING SEAL JOINi7 45 DBE MITER 2'-11 5/ 6'_0» 6'-0" 6'-0" 6'-0" 33'-3 5/fr a- 7'- 51/ 1"' 40'-8 3/4". 3/6 - 1 -0" DET-Al8W 1/8 - 1'-Cr;,..eld A PLN-A02A - 41 COPING AT CORNER LAP DETAIL 2 1 STOREFRONT PLAN c ' ' ll z o Lo pnW') CC 8- co U to I.., a 0 U ' co W z d WM oC) Q J W CL Z) F F-- w Z Cr., rLL LL W z ' o 0 O s C4 0) LL• LL U) REVISION N Z 2 4. MECKM er: 6/ 15/ 94 7 All 3'-9 1/4" 3 5/8" '- 3 29/32 1 3/4" 1 1 4 1/2 4 A13 00 so t i N t ELEVATION 1 5'-7 3 4" 3'-1 3/,ft. 2'-6" to I 3 Lo AAMNUM POOR 0 b b N t n t t O t t N ELEVATION 3 1/4"=1'-0" 1'-5 C C 79 c 1 an 3'-1 3/4" 2'-10 1 /4" I rt r3 I 13 AA t t t o t t ELEVATION 4 dP—n„ 1 3/4" ELEVATION 5 r SLOW F aCW FIN15H: FI*Cf Y FM-I'A1Nmt7 IMP FIN15H 40 i d coco 1 Ln o 0 a: o: z^ o Fo u z Na O U ' dS s20- do wCp oCp 73- Z O wN Q 4 w LL J U W 13 O O Z4 ILL s NC's ly O N REVISION Q n z c4. ARMCT: ORAFTSW: OfDa 9Y: 6/15/94 7 Al2 3/4' 1 3/4' (^ 1 170OR RAL L 17ooa GLA55 A.A55 MOVE 1/ 2" GYP. B0A W ON 3 5/ 8 Mt; f& 511V5. MULLION 3/4'+q- BLOCK Wa55 5ef IN 5MAW OVIWAV CONGEALED CL05UIW i IN51M ILIW OF 4"- 5MOOTH FACT; OF FAG>; VLOCK. 8" G.M.U, PIVIEM 3/ 4" FROM 8" G.M.U. 1/ 4" 5WM 8' G.M.U. r 1 T) ,A I IN eOF ALUMINUM 50ITMW I I C 5m 9TZrICAlIONS) 12„ 5MIf 3" 1 1 8" 7 1 4' 3/4' I M= 4-1/ 2" X 8" HOR1ZONf/V. a ANA. UWNUM MILLION m 4 1 r 11 1 4 I V-4 7 8' WAI' MV to FAINf k1 a LMNUM % ORMOW C 5M 9'EGIFICAl 0N5)- 5ef5U IN1WO10 S STORE INTERIOR OFGow"X71,15 CAUL: NM. '* Wait TO WAU. BLOCK END5 To BE SMOOTH. %A NLAt / % C' nON5 WIM FAINT 5CMW t0 STOWRONf. 3" = 1'-0" VIEW DET-A63 3/4" = 1'-0" DET-A25 3/4" = 1'-0" DET-A24 3 1 WEATHERSTRIPPING @ ENTRY DOOR 21 MULLION/JAMBS ALONG STOREFRONT I I I STOREFRONT HEAD/MULLION/SILL HARDWARE: KAWNEER, ARCHITECT'S CLASSIC "CP" — RED NYLON COATED. ALTERNATE — U.S. ALUMINIUM PR033 PUSH SET) CYLINDER LOCK: BEST LOCK 1 E-6A4 W/ THUMB TURN ON STORE SIDE) CONCEALED CLOSERS: JACKSON JED101-90 DOUBLE ACTION CLOSER THRESHOLD: TRIMCO 5" X 1 /2" — ALUMINUM KEYED BOLTS: ONE LEAF (DOUBLE ACTING DOORS ONLY) h FRAME STOP: ALUMINUM CLIP APPLIED TO HEAD:.','' NOT ON DOUBLE ACTING DOORS), NOTE: -- r,,,,; ^ REFER TO SECTION 0803 OF SPEC_ CATfION f 1" SHEETS. FOR DOOR AND GLAZING f'FCIFICAT , S r , • - 51GENERALNOTESL- m OF 3" 50FFtf mm ALUMINUM 5foIvww 5M 5MGIFICAnoN5 AW % M t7RAWINO) FAME I "WN- 4 1 /2" 16" X16" G.M.U. F 1, 3/4!' i I DBE N ANax z I 2' - 11 5/ir 8" 51'Ltf FAG>; BLOCK SEALMIf C ABOVE) OUf51t7E WiX OF BLOCK c PM40W) w ROM 5MO01H FAC r95 5117E ONLY ) 41 JAMB AT PILASTER AND STOREFRONT o co i All o 0 I- Z° ao U ZOO u ' co s Zoa W c o W r Wi; J 0 LLLLz z 0 61LL0XZ LL s NN ff 0 REVISION p o z 2 4 CHMED fff-. 6/ 15/94 7 qlkWT A13 FA W BLACK 3" VIM 5ilz M5 -- PAW MACK FROM t01' OF WN111; 51M t0 MR- 51MOFina - 7 1;ml-r4efA(2 kum wiLm 5t F 0 ZM I'AINf Rep co M&5ON" rLlk lz M AQC PAW t0 MLA9MIZ MMM At SfOMFWW 3/3r = 1'-0" I I FRONT WALL ELEVATION ELV-A04A I 36" OM40 5L.A5W5 C PY FAt1 M MEW WALL tO DECK IA HtM BACKaVM I'AINf V ACK FWM LOCAfEIWtZ11A05tAt5 ABOVE 6'-d' f'AJNf WALLS B M NP I LLMtTt;n ACG>;55 AA PAW Sit XI M ABOVE TOI' OF Oft GONfAGtORS $ nM aoac BI-K. M SHf. AI6. 51M Om*a 51M t0 ILEAC At MXCIMCAL rML. Kass NOte: PAW 1M51ZOOM IMRM WM 1W0 (2) COM5 WNtTi; Epa"YA W. I 511aE'E I ° NO ALUMINIUM CORWR aPZ EX1E1 t0 8' -t" A.F.F. I PAWIMP 6" IMP VIMrL LEt1EIZ . OMU FU N15HEV,co r* R : GONnZAGtAZ INSfALI.l;f2 i I f% a<r I FEI t0 E6 FOR PANEL/ EQUI ACW BOARD fi" Bl.AAC BASE t MM510N O W (5EE MAJL #3 5HMT A9)ol 3/32" = 1'-0" 5 ELV- A05A = 2 LEFT WALL ELEVATION e M 5 U-) U-) N N M M mcn O- I- M u Z I - a O U ' dS 5 Zoa- Wo M w zr- wrQ U) ZLL O z Q 0LLLL J w 4Qs C4 to J J REVISION p C z 1, 10/07/94 z 4. ARDMECL BY: 6/ 15/94 7 I A14 PAW BLACK 3x3 ALUMINIUM I70 NOfADMforof CO"R aLM5 exilew OF YAM 5iR m f0 FAINT ROLL- UNMR9M OF f0 6' -F" Aft. 8 HIA-i LP L70OR rxrr PLYWOOD 1 7- MIi. .!. MZC= J MNMNO FaW N 3/32" = l'-0" I I REAR WALL ELEVATION exlew 0% BLACK BAST; I'l.YW0017 L 8xI *60N JOINT (5M MEAL *3 5MEf A9) FAINT DOOR ANOLE5 BLACK ELV-A06A M" ORMa 5LA5K5 rAJNf mlAa FROM -rcr OF BY FAf7FIN) vwm 5?1zlm f0 LNGER5Im 3" VAM 5TR m OF pea 67'-11" FAINT5t ritim 5fm ORMa NOM 51 WIL F'Af71 M5 AID FUN15 V FOR ALL AZAP HIC5 S6"OKM1Ci 51R11't; ° 0 0 ALWWRNIJM Sf01 Fa1?OFORNf REP PAINTmil" VINYL L R5 uREPBLACK6A5 4 MAN510N JOINT (5M I7t;TAIL #3 %f f A9) q-' Mr WALL Reim< y F AT 5fORMONf BLAUC - r 3/32" ELV-A07A 2 RIGHT WALL ELEVATION T r7 Lo LA ,!) N NM O O Z^ H UZ H NCL ZW 0 u a sZo a WM 0 W_ z Wr Q In LL O U w QUO JIIZ NQ s N (!) J J REVISION p O Z 10/07/94 i 3. c4. AROOM DRAFISMM: MEMED BY: 6/15/94 A15 R FLUSIi BOLTS At DOOR TOP AND BOMOM UNDERCUf DOOR I FOR %Xk 7n.At10N o\ 6 ELEVATION 2' -6" X 6' -8" 50LID CORE WOOD 170OR5 W11H METAL FRAW FLu5H BOLL. PRIVACY MINMR LOCK. AGCE55 TO ALARM/ I'tiM PANEL 00A W. 12" MINIMUM INTERIOR CLEAR*a. 5EE PL M. Emw 1M5 WA A, ONLY TO DEM EQUAL L EQUAL F= I 3 Y 4r ,r 4 N PI I ELEVATION in n GRAB BAR CENT Ret? OV _ CORNERER TOILET I P4 No apw5 N z \\ LOCATECLEM our ELEVATION MCIZ VOW146 FOWfNN 3/ 16" = 1'-0" ELV-P03L 4 RESTROOM ELEVATIONS ixNekk NM5: I. HOLD 4" 5MITNZY VENT IM ROOF TM AGNNSf GONCIM M4M 2. All ABOVE MOW WATER SUPPLY PIPING TO BE IN5ULAJW. 3. HOLD ALL I145"MV V 4" PIPING FOR 1.105E PM TiG1'If AG4,9f WALL 11451,L fM. 4. MOLW CUfOFF5 FOR COLD AND HOf WATER AT 12" A.F.F. IN MEN' 5 IM511ZOOM KUW WATER CW5ET 5. 5ET MZClMC WATER WAM ON 1V= BRLCK5 IN51M MAN PAN, LEVEL, AW 5e=. 6. DRAIN PIPE TO BE 5G'f AT BOMOM OF (WAIN PAN ANC TO DRNN TO MOP 5INK BELOW. I. FLOOR DRNN5 TO BE PROVIDED ONLY WH>;N WtXW BY CODE. pl. UNlIC M / ACa55M5 LUTI n MI TOILET O TOLET PN'ER HOLDER LAVATORY ZO PAPER TOWEL HOLDER MOP SINK O aW BAR -' 611L. MW FOWTNN ® GRAB BAR - 42%. 5O MIRROR -18"XX "H. FRAMED GLA55 MOP HOLDER d m i 36' 36' CENTER LlLrtf b 18" X24" 5.5. 5PLASfi GUARD aW BAR CENTERED OVER TOILET ELEVATION z ELEVATION ELEVATION 24" X 24" )e ALLMNILIM 5PLAM GUAR 5 ELEVATION 1" 1'-0" NTS-P01 SCALE: 3/16" = 1'-0" 5 RESTROOM NOTES 3 1 RESTROOM ELEVATIONS ELECI, Z cX PANEL5 BELOW LAMIZ W/ ROOF HATCH ABOVE - 3/ 4" PLYWOOD FLOORING WALL TO DECK SH>; E1IZOCK WALL. 'fIGw TO ROOF DECK BAR JOISTS 5 A9 Eo WATER HEAIER AND DRIP PAN. DRNN A5 IMOLJRED BY LOCAL. GODS - TO MOP SINK MLM 0111151M1 HIJ WALL. i co 0 3"0" ALUMINILLM COIZ a GUARD AT TOP OF WALL s'- o' II 3/ 16" = 1'-Cr PLN-A03A I I PLAN ABOVE TOILETS 1 o'-9 , r 4'- D• 4, 5/g' 6'-4 7/fr 6 3/4 = to L N I Do oo A b pn I I lU 3/4 V-2 7/8" j I 1 T-4 51T I SCOmiR I U ELV- P01 L 3/16" = V-0" 2 RESTROOM PLAN . - r 4 5/8' e 0 r. 1_ LN-P01 L co coU_ Lo so m cn 8- z 0- j 2 H= UCL 0 U ' d5 5 2oo_ W W' Z r' r W nw Q u ` Q Z J W LL 0 LL Q 0 F- U) REVISION Cl W z z 4. uwFTSw: Ofne 6/ 15/94 7 ., A16 rr, r, NM: COMPLETE 6W5LIM BOARD KIM MR MAP DOOR IN5rr&LAfION LINE OF 12" 10" X 4" X 1/ 4" ANaE 21lx4" BLOCKING r ANaE RLWR5 I%RNI5HE7 BY OWNER ROLL -IF 70CR MmwAGTLJu STEEL ANGLE WITH DOVE rAL ANCHOR5 At 16" O.G. am 50LID r 3-5/ 8" ME & 5TU P5 1/ 2" MIT WfAR7NVf PLYW00P fO 1/ 2" 5HEELR000 REPER fo 5w f A) FOR LOCALIONK 1-1 /2" = 1'-cr 2 1 JAMB DETAIL - OVERHEAD DOOR CMN OPERATEP INSLLAIEP 5ERVICE DOOM TY1'E FCWI FACE MOLMP i r A ME 6" &LIMIN IM CHAIN a m 24 GA. 6iALVAN=7 MEfAI. HOOP in I; GKOLIf FILL TWO COLJE25E5 50UP ABOVE LINTEL am FILLED LINTEL WITH TWO #5's - f0F AW BOMOM H:AMR H:IGHf 7'- t o' Si m BOI.f LOCKING IN PorroM IN BAR boM 51DE5 NOTE I LEFT I" POOR ftZVA110N 90M. DET-A33 3/8" = 1'-0" tI it HAND POOR OW05M. I I OVERHEAD DELIVERY DOOR - DOOR rA PROVIDE WOOD MOCKING At BLOCK WALL AN7 MOIAIt DOOR CANN151EIZ V M 5/ 8" till 19' EXPANI510N BOLf5.1HU PER SIDE. EQIW.LY 5PAGE7. 110 lu I I I I ( 913J5t•1 LINTEL 5E& I I I 4&VANVEP HAN>n CHAIN ALUMINUM CHAIN GUARD X I I i LI•iI;%m7-4"XI/ 8" FLAf I ( I &UMINUM COVER "'M, PVC I I COALED, VVtM I" fAPER NATIONAL GUARD PRORM 1 OR EQUAL, 5Ef IN 50LIP MA511C A -A" DET-A36 ONE #5 veltw. I.LY DOOR 3) "t" AN0•IOR PER JAMB LINE of 12" V X 9' STEEL 70OR ANJI7 HaLOW METAL FRAME BLGCK BELOW HNGE: 1-1/ 2" PR. 4-1/ 2" X 4-1/ 2" W HAL R BB 1279F. I/ 2" G1rP5UM BOAII VWALItRSLRIPMNG: NNLIONAI- a V PROPUGf5 #164. y,q ON 3-5/ 8" MEf& 51ZNICE5: 3 - 6LYNN-JOHN5014 GJ64. 511V5 At 16" O,G.. RNN SWEET': I - NAMON & GUAW PROPUGf5 # IOIAV. VIEWER: NUMNE. 5TMLY, OR WE5. aNTEMP W POOR Af + 5'-0" A.F.F. 5ELF-a05ER: 5A?aW #1250. C-' P 15H BAR: SA1XNt #2828. LW5HOLP: NNnON & GUARD PRODUGf5 *4225. M I 16 GAUGE HOU M METAL CALK PM SIDES t I MCW15 DOOR (K) T V X 9' SOUP COIF WOOD POOR AND HOLLOW METAL FRAME VMEALIERSTRIPPING HNa.- 1-1/ 2" PR. 4-1/ 2" X 4-1/ 2" HAM #1219. 16 GA. HOLLOW METAL PRIVACY LOQC: 5CKAa - M05 LEVON #626 FINM FRAME aaar 5GLIP %ZNCERS: 3 - aYNN--l9 N5ON GJ64. POOR 5fOF5: (I PER POOR) NT5 #456. .,..r •+ . r R-11 IN5LILTION WI7EIZGUf POOR I" _ Pr '* e Vi X3i1 I1 o211 /8" DOOR EO ;K ';' 1• !`: r. A1. UMWUM CORNER GLlAI37 X 9' -O" MEfAL STUDS 2' -6" X 6' -8" SOl-ID GORE WOOF POOR AND HOLLOW nnEiu. FRAME i 5 3 4" . HNGE: 1-1/ 2" PR. 4-1/ 2" X 4-1/ 2" Malt #1219. `' HGHAf _IAMBr ANC FEAT 1/ 2" FI1e WfARVANf PRIVACY LOQC 5C> 1.,Aa - A405 LEVON #626 FINI PLYWOOD - TWO FLUSH BOl.tS ON ONE LEAP At tA' AND BOft M: 1'- D" DET-A34 3" = 1'-0" DET-A35 1/4" = 1'-U' 2 5 JAMB DETAIL - MAN DOOR (HEAD Sim.) 41 JAMB DETAIL - RESTROOM DOOR 31 HARDWARE SCHEDULE G o Do DoN N o 0 8 OEo— Ucr a UjO U ' C6 a s 2 U) o Wpf) o 0 w w Z U U) Q ULL w Zp- Zp W p 0 LL W N ' V Q W s 64 to IY 0 REVISION p W O Z Z x c 4. CHEOO BY. 6/ 15/94 9- 7 A171 SECTION 0100 - GENERAL REQUIREMENTS 1.00 CONSTRUCTION DOCUMENT NOTES: A. Drawings will not be scaled. Dimensional data is to be obtained through written information only. Verify all existing conditions, elevations, and dimensions. B. Make no changes to the contract documents without first receiving written permission from the Architect. C. Where detailed information is lacking, or if discrepancies should appear within the contract documents, request interpretation from the Architect before proceeding with that portion of the work. D. All work, as outlined in these documents, shall strictly conform to all applicable codes and ordinances. The most stringent shall govern. E. When a material system is called out, all parts and materials required to complete the system will be furnished and installed as port of the contract. F. Unless otherwise noted, electrical conduits, plumbing lines, etc., are to be concealed, and framing shall be of adequate size to accomplish this result without changes in the wall plan. G. It is the intent of these contract documents to define a complete finished facility. Any discrepancy or omissions which normally would be required are to be provided and finished as if specifically noted. H. All property lines, angles, contours, elevations, curb cuts, and utilities are taken from the survey prepared by G36iL'1'S 11JC• Doted: &' 3• CODE INFORMATION TYPE OCCUPANCY: BUILDING: S.F3•G• TYPE CONSTRUCTION: ELECTRICAL: Q FLOOR AREA: OCW 5Q. 1:!T PLUMBING: C• Q 1 NO. OF STORIES: ONE MECHANICAL: l ACTUAL MAX. HEIGHT: 18 FEET 1.01 GENERAL CONSTRUCTION NOTES: A. Contractor shall be responsible for and furnish all materials and labor necessary to complete the project unless a specific item is called out to be furnish and/or installed by others. B. Contractor shall secure and pay for all necessary permits, utility taps, etc. required. The Owner shall reimburse the Contractor the cost of some upon the furnishing of proper receipts and documentation. C. Contractor to coordinate all utility lines and meter locations with the appropriate utilities and other trades to avoid conflicts and problems. D. Any unresolved conflicts or discrepancies with the contract documents are to be brought to the attention of the project architect for resolution prior to the work installed. E. This project may include off -site (beyond the actual property lines) work as part of the contract. Contractor to complete some and furnish some warranties as required for on -site work. F. Any additional work whether on -site or off -site requested or required by a governing regulatory agency as being required for completion or occupancy permit shall first be discussed with the project architect so as to clearly define the required scope of work. Then cost estimates and change order shall be prepared and executed prior to the installation of any work. G. The Architect retains the right to adjust finish grades 6' or —) to conform to adjacent grades or io facilitate drainage. The contractor may adjust grades to balance cut and fill provided the Architect agrees to adjustment prior to beginning work. H. The contractor will take whatever steps necessary to prevent erosion resulting from increased runoff during site work construction, in accordance with all local codes. I. The contractor will maintain positive drainage to prevent ponding on the sub —grade and surface grade. J. The contractor is to verity and coordinate all underground service to the building, as well as any landscape sleeving prior to paving. K. The contractor shall remove trash, debris, and weeds from site. Cut gross, rake yard, as well as landscape along the R.O.W. to the property line. L. Any areas whether on —site or off —site disturbed during the construction process shall be returned to their natural_ state by the contractor prior to tinoI acceptance of the project by the owner. SECTION 0201 DEMOLITION 1.00 CONDITION OF EXISTING PREMISES: A. Owner assumes no responsibility for the condition of any building(s) on site, nor any construction existing at the time construction commences. B. Contractor shall accept premises as found; clear building site as specified. Assume risk regarding damage or loss whether by reason of fire, theft, or other casualty or happening, to specified building(s) from and after date of beginning construction; no such damage or loss shall relieve contractor of contractual obligation to complete work. 2.00 EXECUTION: A. All work is to be accomplished in strict accordance with all ordinances and requirements of the governing local, state and/or federal agency applicable to this project. B. Within the subject property the intent is to have a clean, clear site free of all existing items noted to be removed in .. order to permit the construction of the new project. C. Remove all utilities to existing structures whether shown or not. Cut and cap all underground lines at the property line. D. For all items noted to be removed, remove not only above ground elements but all underground elements as well, including but not necessarily limited to foundations, gravel fills, tree roots, etc. E. Protect all items noted to remain. F. If this work is being performed under a separate contract, notify the project manager immediately upon comp letion.of. work in order to allow new construction to comnenee,a t the r 4 earliest possible date. K%N?. ,S G. The contractor shall obtain any required permits and/or r r: notices authorizing building demolition and dispgo 0_1-ni debris. The contractor shall obtain all required; 'fir S certificates of severance of utilit serv.ices:,asZinoy b'a required by local utility companies. Copies etm4t s ,ang.j certificates ore to be submitted to owner, with the original posted at the job site as required by low. H. Where items have been removed or left a depression the contractor shall fill some back to surrounding natural grade. The fill material shall be placed in accordance with the requirements for fill contained in the soils report and/or section 0202 Earthwork which ever is more stringent. SECTION 0202 EARTHWORK 1.00 GENERAL: A. All work performed under this section shall be done in strict conformance with the requirements of this section or th Soils Reports which ever is the more stringent. Soils report prepared by: Ab1JA11G'Gi 1+ G DATED: ' «' 94 B. The required earthwork to be accomplished is to provide a minimum of 2000 psf. bearing pressure. 2.00 MATERIAL: A. AS REQUIRED BY THE SOILS REPORT 3.00 EXCAVATING: A. Excavate to elevations and dimensions indicated on the Drawings and as required to accommodate the installation and remain within the Code Limitations. B. Where removal of surface and subsurface obstructions have created depressions, open the depressions to equipment working width and remove debris and unsuitable material. C. Provide berms or channels to prevent flooding to subgrade; promptly remove all water collecting in depressions and excavations. D. Remove soil that has been softened by flooding or placement during unfavorable weather and recompact as specified. E. The bottom of all footings shall be founded 360 below floor, 6' below frostline, or 24° below finish grade, whichever is greater. F. Site will be cleared of all topsoil, fill, rubble, etc. Required fill shall be placed in lifts to obtain a minimum compaction of 95% standard Proctor at or slightly above optimum moisture, or as may be required by the Soils Report. G. All pcved arecs are to be fine graded to within 1/10th of a foot of finished grade required to receive paving system. Remove all clods, debris, refuse and deleterious materials. H. All landscaped areas shall be fine graded to within 1/10th of a foot of finished grade required to receive landscape material. Remove all clods, debris, refuse and deleterious materials. coco o 0 Z^ O E- CO U ZF— H i N a O U ' co a 5ZU' o N o W M 0 M Z O H Q LLI U r ON W Q Z J U) u LL J z W Q 0L U c4v • Q N F— s U Q REVISION Z Z Z n 4. c AOMCF' aeocm er: 15/94 SPECS A18 631 SECTION 0202 EARTHWORK (CONT.) 4.00 FILL AND COMPACTION: A. Compact cut areas immediately prior to placing required fill. B. Fill placed under footings, floor slobs —on —grade, driveways, and parking areas and fill placed in excavated areas outside the building lines, but within the angle of repose, is to be completed as follows: 1. Place fill material in layers not exceeding 8 inches in noncompacted thickness. Water or aerate fill materials as necessary and thoroughly mix to obtain moisture content. 2. Compact cohesive back —fill material to not less than 95% Standard Proctor in accordance with AASHTO Specifications. 3. Density cohesionless (fill sand) back—fil.l material to a minimum relative density of 70% in accordance with ASTM D2049. 4. Fill required for areas not accessible to compaction equipment is to be placed in layers not to exceed 4 inches in non —compacted thickness and compacted with mechanical hand operated tampers to the density specified. 5.00 UTILITY TRENCHING: A. Generally material excavated from trenches may be used for Back —fill provided it is a soil or soil —rock mixture free from organic and other deleterious matter and has a plasticity index of 20 or less and a liquid limit of less than 45%; it shall contain no rocks or lumps over 3 inches in diameter. B. Adequately brace, shore and barricade open trenches to protect adjacent work and ensure the safety of personnel and the public. 6.00 FIELD TEST FOR COMPACTED FILL: A. Provide one (1) of each of the following tests for each 5,000 sq. it. of each Lift. tests per Lift. 1. Soil Analysis 2. Moisture Density Curve 3. Density Test 4. Any additional test required by the soils report. B. Submit two (2) copies of field test reports to Architect. SECTION 0203 PAVING 1.00 GENERAL: A. All work done under this section shall be done in strict conformance with the requirements of the Soils Report noted in Section 202.IA of these specifications.. B. All parking lot paving shall be a minimum of 5' thick, 4000 PSI. air entrained concrete. C. Poison all areas under sidewalks, building, and paving to prevent the growth of any vegetation, D. Alternative paving for all areas shall be asphaltic concrete as specified in this section. 2.00 MATERIALS: Material to conform to all local governing agency requirements. B. Aggregate Base: Crushed limestone or material called for in soils report 6 inches thick AFTER COMPACTION. Other materials may be used if specifically approved, in writing by the Architect. C. Form Work: Any commercial softwood species, utility grade or better, surfaced four sides. D. Expansion Joints: ASTM D1751, fiber expansion joint filler 1/2" x 3 1/2". E. Concrete: See Section 0301 Concrete of these specs. F. Reinforcement: 1. Bars — A615 Grade 602. 2. Wire Fabric—ASTM A185, "6x6"— 10/10 3. Nurlon Synthetic Crack Control Fiber added to concrete at time of botching in strict accordance with manufacturers printed instructions and specifications. Fibers to be 1 1/2' in length add at a rate of 1 1/2 lbs. per cubic yard G. Joints: of concrete. 1. Expansion Joints: 1/2" wide to be located a minimum of 40 feet on center. each way or as called for in the soils report. Joints shall be dowelled with 1/2' diameter x 18" long plan steel rods. 2. Control Joints: Saw cut to one quarter (1/4) the depth of the slab thickness. Joints to be located a maximum of 20 feet on center each way or as called d for in the soils report. H. Curing Compound Transparent curing, sealing, & dustproofing compound for exterior concrete surfaces. Restricts evaporative loss of hydration water for maximun surface hardness. As manufactured by HYDROZO, MASTERBUILD, or SONNEBORN: I. Alternate Paving Hot plant mixed asphaltic concrete paving to conform to the requirements of the soils report for Heavy Duty Highway Grade Paving. J. Parking Bumper Precast concrete, 3,000 PSI class 6' x 6' x 6'0" long with chomfered edges and slightly rounded top. Provide two 3/4" diameter holes at approximately one foot from each end for securing to pavement. 3.00 SUB —BASE PREPARATION: A. Fine grade and roll areas to an even, uniform texture free of lumps, pockets and soft spots (compacted to within 95 Proctor Test.) B. Moisten and compact base material, adding Portland Cement filler when required by local requirements and using only enough water to produce optimum moisture content. 4.00 PLACING CONCRETE: A. Form paving with expansion and control joints at spacings called for in the Soils Report or as indicated on the drawings or as called for in these specifications which ever is the more restrictive. Concrete paving shall be poured in sections as large as practical with a minimum number of expansion or construction joints. Expansion joints shall occur between all paving areas and the building as well as all vertical curbs or curb and gutter. B. Place dowels in expansion joints at 24 inches on center with one end set in slip pocket or coated with bond —breaker material. C. Place reinforcing at approximately center of slab —thickness. Lap reinforcing 40 diameters or 18' minimum. D. Convey concrete from mixer to place of final deposit by methods that will prevent contamination at job site. Unless specifically approved by Architect, do not use retempered concrete. E. Paving surface shall not pond water. Finish grade as indicated on Drawings. F. Where paving terminates and no curb is indicated on Drawing, thicken edge to 12 inches and align top of paving with adjacent grade. G. Provide control joints in Paving to one quarter (1/4 ) of the depth of the slab. Joints are to be located as coiled for in the Soils Report, or as indicated on the drawings. H. Apply medium broom finish to paving and curbs. Apply curing compound in accordance with manufacturer's printed directions. There shall be no visual evidence of curing materials left on the finished work. I. Seal both the expansion joints and the control joints with an elostomeric sealant (see Section 0705 for material). 5.00 PLACING ALTERNATIVE SURFACE COURSE: A. Do not place when temperature is below 50 degrees F. and falling or during wet weather conditions. B. If required, apply tack coat to a clean, slightly moist surface at the rate of 0.08 to 0.12 gal. per square yard. C. Place asphaltic concrete surface course in an even and uniform manner to attain the elevation indicated on the drawings. Provide enough material and equipment to ensure continuous operation. D. Using a steel wheeled 10 ton roller, roll surface in not less than two directions until pavement is unyielding, free of marks or blemishes and has inconspicuous seams. E. Finish grade elevations are not to be more than 1/4' plus or minus from grades as indicated on Drawings. Paving surface shall not pond water. F. "Skin Patching' will not be permitted. G. Where paving terminates and no curb is indicated on Drawings, align top of paving with adjacent grade and thicken to 12 inches. H. Follow finish grades of existing paving when new paving abutts existing unless indicated otherwise on the Drawings. 6.00 TESTING: A. For,-asp.holtic concrete core samples of finished work one per;5000,sq. ft. shall be taken by an approved En jneer g;TeEting Laboratory. Two (2) copies of the test p, resuAts,arart=-o tie provided to Architect. lo B.. oncreteftes,ing'sholI be as specified in Section 0301 of t- the.se, spec;.f i' at ions. C: b—bas"'te'st'ng as specified in Section 0202. a Do Ln N N o 0 a: a: LC z O^ HCO Ui—' N U zui V ' C a 5 C9 n Wo OMz O F— Q W U_ WN Q IL J U) Q ZLLD 0LLU_ F— U r z W F_ 4 s6to2 U Q REVISION Z 2 z a c i 4. mom oRWTSW, e at= W.. 15/94 SPECS A19 aP. V - rr t ' it SECTION 0301 CONCRETE 1.00 FORMWORK: 1.01 MATERIALS: A. Plywood: B. Lumber: C. Form Sealers: D. Ties & Spreaders: B-B plyform, class I or II bearing DFPA Label. Any commercial softwood species, #2 or better grade, surfaced four sides. Nonstaining mineral oils, first quality of their respective kinds and manufactured specifically for this purpose. Standard metal snap ties with one inch break back. 1.02 EXECUTION: A. Forms shall conform to shapes, lines and dimensions as indicated on Drawings, properly braced and secured to maintain position and shall be sufficiently tight to prevent leakage of grout. Bulging or "pillowing" of surface will not be allowed. B. Use plywood or metal exclusively to form exposed concrete. Side forms for footings may be omitted provided concrete is placed against firm, evenly cut earth, without cave-ins. Forms may be reused provided they do not impart less structural stability and no less acceptable appearance to finish concrete. C. Set all required steel frames, angles and sleeves, bolts, inserts and anchors accurately and secured into position before concrete is placed. D. Remove forms in such a manner as to ensure the complete safety of the structure. DO not remove supporting forms or shoring until members have acquired strength to support their weight and imposed loads safely. 2.00 REINFORCEMENT: 2.01 MATERIALS A. Bars: Sizes as shown on drawings B. Wire Fabric: Sidewalks: 6x6:10/10 Interior Slab: 6x6:6/6 Paving: See Section 0203 Paving C. Accessories: 1. As recommended in ACI 315 Manual of Standard Practice for Detailing Concrete Structures or the CRSI "Manual of Standard Practice" unless otherwise indicated on the Drawings. 2. Use noncorrosive accessories in concrete work exposed in weather and areas receiving paint or left exposed. D. Fibermesh: Nurlon synthetic crack control fibers E. Place reinforcing steel in accordance with referenced standards adequately secured in position by proper accessories and ties. F. Lap all steel 40 bar diameter with 18" minimum at splices. 1. SECTION 0301 CONCRETE (CONT.) 3.00 CONCRETE 3.01 MATERIALS A. Portland Cement: C. Water: D. Admixtures: ASTM C150 Type I or Type II refer to soil report). 2. Maximum size of coarse aggregate shall not exceed 1/5 the narrowest dimension between forms- the-1/3 the thickness of unreinforced slabs; or 3/4" minimum clear spacing between reinforcing bars. 3. Absorption of coarse aggregate shall not - exceed five percent. Potable, for local utility domestic supply. Add only with WRITTEN APPROVAL of the Architect and provided they meet the following specifications: 1. Calcium Chloride - ASTM D98. 2 AE t ' Adm' t TABLE I - CONCRETE DESIGN SLUMP LOCATION CLASS MAXIMUM Reinforced Foundation Walls and Footings 3,000 lbs SLUMP MINIMUM 4" 2" Reinforced Slabs, Beams and Walls 3,000 lbs. 5" 2" Exterior Walks & Columns 3,000 lbs. 5" 2" Paving 4,000 lbs. 4" 2' Slabs on ground 3,000 lbs. 4" 2" All other locations 3,000 lbs. 4" 2" TABLE II - CEMENT MIX - NON -AIR ENTRAINED CEMENT Specified Compressive WATER Minimum Bags Per Strength at 28 days GALS/BAG Cubic Yard 2, 5000 PSI 7.25 5.0 3, 000 PSI 6.50 5.5 4, 000 PSI 5.50 6.0 it n raining ix ures 3.03 JOINTS: ASTM C260. 3. Fly Ash Pozzolans - ASTM C618. A. Install control joints at approximately 30 ft. 0 in. o.c. each E. Expansion Joint Materials way, in building slab on grade, or as indicated on the drawings 1. Construction Joints: Metal or wood keyway form with or as called for in the soils report which ever is themost provisions for extending rein B. stringent. Install construction joints where concrete stops at the end of forcingjointandapprovedtheday, where concreting is interrupted for a length of time 2. Expansion Joint Filler: by the Arrchichi tect. to allow initial set of concrete, and where indicated either on Asphalt impregnated cellular.. drawings or called for in the soils report which ever is the fiberboard conforming to ASTM 3.04 more stringent. PLACING CONCRETE: D1751. F. Vapor Barrier: Clear 6 mil polyethylene film A. Do not place foundations or slabs on loose materials. Over IfrequiredbySoils report) recommended for below grade use. excavated areas under footings and foundations shall be G. Granular Fill Washed fill sand free from replaced with minimum of 2,000 PSI concrete. Over excavated organic and deleterious matter, B. areas under slabs shall be replaced with compacted fill. Place granulated fill uniformly and tamped firmly in place. graded100% passing #4 sieve and maximum sieve. C. Convey concrete from mixer to place of final deposit by methods passingSee SeeSoils Report forr alternative that will prevent contamination, separation excess drying and fill material allowed. 4 inch D. loss of materials. Place concrete in accordance with referenced codes and minimumfillrequiredunderslabstandards. Place concrete consistently and continuously until 3. 02 MIX DESIGN CRITERIA: or as called for in soils report. panel or section is complete. Do not pour a greater area at A. All concrete shall be ready mixed in accordance with ASTM E. one time than can be property Do not use retempered concrete.`finished. Remove items used to C94, unless specifically approved by the Architect. B. Concrete exposed to weather shall contain 4 to 6% air facilitate placingiconetetgtursiess such items are designed or entrained by volume. specified to remain!L`Do not add'wat"-_.r`tto ready -nixed concrete rrat job site unless sFeciFicoilj appro'ved-by Architect. F. Maintain tempe;ature a cast-in-p,lac? concrete at not less than 50 degrees f. or more'han 90 dPgrees.F.for a period sufficient to ensur' p.rop ,?lgyrj/o i,Qrt-and curing. Floor be G. slab shall ur d'i e- Xtinuous operation r h 66 Y N N o 0 M M 8- Z^ Oco U F- to a Z W O U co Z 2 Co Wo O Z O F— Q W U Z F W i W Q IL uLL J Z4 WIC L0 04Z U W N st4 U a REVISION Z t. Z Z c 4. 15/ 94 SPECS A2 O 13 . r SECTION 0301 CONCRETE (CONT.) 3.05 ALLOWABLE TOLERANCES: A. Slabs: Plus or minus 1/8 inch in 10 feet B. Walls: Beams and columns as follows: 1. Exposed Plus or minus 1/8 inch in 10 feet. 2. Concealed Plus or minus 1/4 inch in 10 feet. C. All tolerances are measured from a common line parallel to the respective surface. Tolerances are noncumulative. 3.06 FINISHING AND CURING: A. Machine trowel interior slabs to a smooth, hard finish. B. Apply rubbed finish to all exterior exposed concrete unless otherwise indicated on Drawing. C. Apply broom finish to exterior slabs unless otherwise indicated on Drawings. D. Apply 4 inch grooved surface to Handicap Romp as required by ADA or local Governing authority. 3.07 FIELD TESTING: A. Three (3) days in advance of placing any concrete notity the Architect via overnight delivery, or facsimile notification. B. Provide unconfined compression tests for each 40 cu. yds. of concrete placed or each days pour. Tests -shall be performed on specimens by an independent testing Lob consisting of three (3) 5' x 12' cylinders taken in a manner to conform to ASTM C172. C. Cylinders shall be tested as follows: 1. Slump ASTM C143 each test. 2. Laboratory Cured ASTM C31, two cylinders each test. 3. Air Entrainment ASTM C173, each test. D. Within seven (7) days after the concrete is poured. Submit 2 copies of each test result to the Architect. 3.08 MISCELLANEOUS CONCRETE: A. Provide concrete pads for mechanical and electrical equipment on grade and in other locations indicated on drawings. B. Provide 12' x 12' x 9' concrete pads at clean -outs on grade and in other locations indicated on'drowings. SECTION 0401 MASONRY 1.00 UNIT MASONRY: 1.01 Materials: A. Mortar: 1. Portland Cement 2. Masonry Cement 3. Sand 4. Water 5. Mortar Mix 6. Grout Mix B. Masonry Units: ASTM C150 Type I ASTM C91 Type II ASTM C144 Potable, from local utility supply. Type M: 1 port Masonry Cement 3 parts sand, 2000 psi min. per ASTM C270-72. Plant mixed Type M: 1 part Portland Cement 2 1/4 parts sand 3000 psi min. per ASTM C476-65. Lightweight, ASTM C90, Grade M-1, F'M = 1500 PSI smooth, split, and single scored face sizes where called for on drawings. SECTION 0401 MASONRY (CONT) C. Reinforcing: Horizontal:- 1. Standard duty, truss type, 9 gage side and cross rods, galvanized class 3, with prefabricated tees and corners. Vertical and Bond Beams: 2. Steel bars sizes as shown on the drawings. D. Control Joint: Everlastic high grade synthetic rubber slot seal, standard 2015-3 as manufactured by Williams Products Inc. 2.00 MIX MORTAR: A. Machine mix dry materials thoroughly for approximately 2 minutes. Add optimum amount of water gradually and mix for an additional 3 minutes, total mixing time, 5 minutes minimum. Hand mixing of mortar may be permitted for work requiring small batches and with the Architect's approval. Do not use admixtures, antifreeze compounds, or accelerators. B. Place mortars in final position within 2.5 hours after mixing. C. Mortar for grouting shall be plant mixed with the required amount of water to achieve pouring consistency. Continuously stir to prevent separation of materials. D. Pointing mortar shall be of as dry a consistency as will produce a mortar sufficiently plastic to be worked into the joints. 3.00 INSTALLATION: A. Construction shall conform with NCMA Specifications and ACI 531-79. B. Do not erect when ambient temperature falls below 40 degrees F. unless otherwise approved in writing by Architect. C. Lay concrete block walls with 3/8' flush joints inside and outside in running bond, plumb level and true to the lines and dimensions -indicated on the Drawings. D. Provide concave tooled horizontal and vertical joints on exterior face, or as shown in Drawings. E. Place units in mortar with full shoved bed and head joints. Align vertical cells to maintain a clean, unobstructed system of flues. Install horizontal reinforcing as specified at 16' o.c. vertically and as recommended by the Manufacturer. Lap joints a minimum of 6'. Install prefabricated tees and corners. F. Install vertical steel bar reinforcing at 32' o.c. where indicated and at each side of all openings and expansion joints, and where otherwise indicated on the drawings. Install horizontal steel bar reinforcing at all bond beams and all other locations where indicated on the drawings. All steel bar reinforcing shall be grouted solid. G. Do not use chipped, cracked or broken units. H. Protect newly laid masonry work from freezing until mortar has completely set. Heating methods shall be as approved by the Architect. I. Cover block work at end of each days' work to prevent water entering cells. J. Contractor to provide complete temporary bracing and shoring. K. Install expansion joint slot seal in accordance with manufacturers printed instructions. SECTION 0401 MASONRY (CONT) 4.00 POINTING AND CLEANING: A. Upon completion of work, point up exposed concrete masonry, fill joints, remove loose mortar, cut out defective joints and repoint where necessary. B. Thoroughly clean exposed concrete masonry work with stiff brushes and water and/or weak solution of muriatic acid. Properly protect adjacent work during cleaning process. C. Single score C.M.U. joints shall be raked vertically and horizontally to a depth to match the manufactured scored block. 5.00 TESTING AND INSPECTION: A. The contractor shall be responsible for furnishing any special inspections specifically required by Building Codes and local Authorities. If none are required the minimun requirements for this section shall consist of compression tests on plant mix grout (1 test per lift) report on the placement and grouting of all vertical and horizontal bar steel. B. Testing and inspections shall be preformed by an independent organization from the Contractor and signed by an Registered Professional Engineer. C. Work failing to meet minimum requirements shall be replaced and/or modified to meet the satisfaction of the inspecting engineer at no cost to the owner. SECTION 0501 STRUCTURAL FRAMING AND MISC. FABRICATION 1.00 GENERAL: A. B. C D. Design Loads: 1. Soil Bearing Pressure: 2. Roof Live Load 2,000 PSF minimum to be verified before and during construction. 30 PSF 3. Roof Dead Load 15 PSF (joist, deck & roofing) 4. Wind Load 110 MPH 5. Floor Live Load 100 PSF 6. Or as specifically described within structural drawing and contract documents. Refer to architectural mechanical and electrical drawings for size and locations of roof and well openings not noted on Structural Drawings. Provide temporary bracing of structural members as required to maintain alignment and security of a structure during construction. No cutting, drilling or modifying of structural members are allowed without the approval of the Architect. 2.00 STRUCTURAL STEEL A. Submit detailed, complete shop drawings.i.n cccorrdorce.r4th General Conditions and in accordance,with AI.SC'S't'cn`dard's1. B. Materials: 1. Steel Shapes & P1 tis<' ASTkJ,436'. 2. Fasteners e'` 'Y a. ) Bo is &'Nuts: -;i1STM A325. b.) Welding%oElectrodes ns,r.eccmnended" 3. Anchor Boltsr, AS1 "7t . 4. Primer Paint - R inhibitiv`yp compatible wit f i-O-sh coat.., aco W i N Ni rn M Z^ O H F- N a O U ' CQ Z 7 0L Wo0 O H Q zrr ti. C) LLJ u LL J LU a 05-O U Ns 2 Q REVISION Z p t J r4. ORWISWit Ofacm ef- 15/94 SPECS A21 SECTION 0501 STRUCTURAL FRAMING AND MISC. FABRICATION (CONT) 2.01 FABRICATION: A. Erect structural steel framing plumb, level and properly aligned in accordance with building lines and elevation on Drawing and reference standards. B. Make bolt holes 1/16th inch larger than nominal bolt diameter. All bolts shall have threads excluded from shear plane. C. Make fillet welds 1/4 inch minimum. Make butt weld full penetration. D. All welding shall comply with AWS D1.1 Structural Welding Code. 2.02 ERECTION: A. Erect structural steel framing plumb, level and properly aligned in accordance with building lines and elevation on Drawings and reference standards. B. Field cutting and modifications of structural framing will not be allowed unless specifically approved by Architect. C. Provide necessary bracing and shoring during erection to ensure safety of personnel and structure. Allow superimposed construction loads only after erection is complete. D. Apply touch-up primer to field welds, bolted connections, and areas where shop primer has been doMaged. 3.00 STEEL JOISTS: (Owner Furnished) 3.01 MATERIALS: A. Steel Joists B. Welding Materials 3.02 ERECTION: Designed in accordance with SJI Standards, LH or K-Series, as noted on Sheet S-3,50,000 PSI Steel, Camber Joists to accommodate dead load deflection. As recommended by AWS. A. Coordinate and verify proper placement of required anchors and accessories. B. Erect in accordance with AISC and SJI Standard Specifications C. Field weld joists to steel beams, bearing plates or angles after alignment and positioning. Weld each side with 1/8th inch fillet weld one inch long minimum. D. Provide temporary bracing, as required, to ensure safety during erection of joists. 4.00 METAL DECK: (Owner Furnished) 4.01 MATERIALS: A. Roof Decking ASTM A446, Grade C, 33,000 PSI 1.5" Type B" wide rib, 22 gage, galvanized, coating conforming to ASTM A525-660. B. Fasteners TEK #12 - 1 1/4" at supports, 3/4" at side caps self tapping screws. C. Metal decking must be stored oft the ground with one end elevated to provide drainage and shall be protected from the weather with a water proof covering that is ventilated to avoid condensation. SECTION 0501 STRUCTURAL FRAMING AND MISC. FABRICATION (CONT) 4.02 ERECTION: A. Install in accordance with SDI requirements and manufacturers printed instructions. B. Lop decking sheets at supports only, properly nested. C. Provide temporary shoring, as required, during application of dead loads to maintain decking level to avoid damage. Do not leave placed sheets unattached at the end of the day. D. Secure decking to support members with self -drilling, self -tapping screws at each rib and at each side lap. Weld deck to perimeter angles with 5/8" diameter puddle welds at 12" O.C. E. DO NOT install any dull or oxidized metal decking. Contact the Architect for instructions. 5.00 METAL FABRICATION: 5.01 SCOPE OF WORK A. Work included but not limited to: 1. Anchor Bolts 2. Column Setting Plates 3. Joist Bearing Plates 4. RTU Equipment Supports 5. Overhead Door Frames 6. Steel Pipe Guards 7. Metal Edge Angles 8. Pipe Railings 9. Roof Access Frame and Ladder B. Provide detailed, complete shop drawings in accordance with General conditions and with AISC Standards. 5.02 MATERIALS: A. Steel Tubing ASTM A501 B. Steel Angles & Plates ASTM A36 C. Nuts and Bolts ASTM A307 D. Welding Electrodes As recommended by AWS E. Primer Rust inhibitive type compatible to. finish coat. 5.03 FABRICATION: A. Arc weld all connections unless indicated otherwise. B. Insofar as practicable, shop fabricate all items complete and ready for installation. C. Punch or drill holes required for connections. Burned holes are not permitted. 6.00 TESTING AND INSPECTION: SECTION 0502 SHEET METAL FLASHING 1.00 MATERIALS: A. Metal Flashing ASTM A526, G90 coating phosphotized 25 gage, unless otherwise indicated on drawings. B. Solder 50-50 Composition for galvanized metals. C. Flux Raw muriotic acid or a type specifically suited to the conditions used. D. Nails, Rivets, and Fasteners Having rust resistive coating compatible to, and designed for, the material being anchored E. Plumbing Vent Flashing 2 1/2 lb. lead. F. Plumbing Pipes and Conduits Flashing: Rubber Boots 2.00 METAL FLASHING INSTALLATION: A. Install metal flashing as detailed on Drawings and in a manner that will ensure water tight conditions. B. Hem exposed edges of metal flashing a minimum of 1/2" Flashing joints shall be 3" loose slip joints filled with on elastic cement. C. Fabricate metal flashing with lines, risers and angles sharp, true and plain surfaces free of waves and buckles. 3.00 PLUMBING VENT FLASHING INSTALLATION: A. Turn on to roof a minimum of 4 inches and up, over and down into vents a minimum of 1 inches. 4.00 PLUMBING PIPES AND CONDUIT FLASHING INSTALLATION: A. Install rubber boots over each pipe or conduit penetration through roof. Boots shall be sized to accommodate the specific pipe or conduit. B. Installation shall be in strict accordance with manufacturers printed instructions and shall be accomplished so as not to void any roofing warranty. SECTION 0503 LIGHT GAGE FRAMING 1.00 MATERIALS A. Studs and Tracks A. The contractor shall be responsible for furnishing any special inspections specifically required by Building Codes and local Authorities. If none are required the minimum requirements for this section .shall consist of inspections and reports -on all field welded and bolted connections. ."+ s ' -- B. Accessories B. Testing and inspections shall be preformed by an indeperide.nt' organization from the Contractor and signed by an Reg stered' 3% 7 Professional Engineer. C. Work failing to meet minimum requirements shall be replaced and/or modified to meet the satisfaction of the inspect engineer at no cost to the owner. r. t Formed galvanized sheet coated in . accordance with ASTM A525. 6" channel shaped sections with punched 16 gage ASTM A446, Grade D minimum yield 50.000 PSI. Framing shall be assembled and installed to withstand 110 m.p.h. (30 PSF wind loads with a deflection of less than L/240. 1. Bracing, furring, bridging formed galvanized sheet steel, channel shaped. 2. Plates, gussets, clips, galvanized thickness determined for conditions encountered; manufacturer's standard shapes. o co N N o 0 M M 8 Z^ I- co UZ H i to a O U ' coa sZ') o Wo0 Z O H Q W U Z LL LLI W Q a- L) W 0 U_ U N'lQ W U Q REVISION Z 2 Z n c4. Of.. 15/94 SPECS A22 SECTION 0503 LIGHT GAGE FRAMING (CONT.) I SECTION 0601 CARPENTRY (CONT.) I SECTION 0702 ROOF INSULATION (CONT.) C. Fasteners: Self Tapping screws, bolts, nuts and washers, hot -dipped galvanized, ASTM A90. 2.00 EXECUTION: A. Install vertical studs for canopy face connect studs to steel angles by welding per manufacturer's recommendations. B. Erect studs in one piece, full length. Splicing and wire tying of components are not permitted. C. Provide temporary alignment and bracing until erection is completed. D. Install continous top and bottom track as well as framing between studs for attachment of electrical boxes, mechanical and electrical items. E. Install bracing as required to meet Design Criteria. F. Install studs horizontal to provide framing for soffit as well as toilet room ceiling. SECTION 0601 CARPENTRY 1.00 LUMBER AND MATERIALS A. Framing Lumber: 1. Specified lumber dimensions are nominal. Actual Dimensions conform to PS 20. 2. Surfacing surface four sides (S4S). 3. Species - Any structural grade commercial softwood, maximum moisture content 15%. B. Nailer 0 Roof: No. 2 or better C. Blocking: Utility grade or better. D. Fasteners: As required for each application E. Access Platform: 3/4" C-D interior APA plywood with exterior glue F. Wall Plywood 1. Interior over gypsum board 1/2' A-D INT-APA plywood with exterior glue ('A' side exposed ) 2. Exterior on light gauge framing 1/2' C-D exterior - APA plywood. G. Soffit: Exterior Grade medium density overlaid plywood thickness as shown on drawings. 2.00 PRESERVATIVE TREATMENT (PT): A. Where preservative treatment lumber and/or plywood is specified treat in accordance with AWPB Standards as follows: 1. AWPB LP-2, above ground application 2. Lumber shall be dried to a maximum moisture content of 19% B. Use preservative treatment lumber (PT) as follows: 1. Plates and nailers in contact with concrete. 2. Lumber in contact with exterior or masonry walls. 3. Nailers integral with roofing systems and assemblies. 3.00 FIRE RETARDING TREATMENT: A. All shall be"treated in accordance with AWPA standards C-1-73 and as follows: 1. Lumber: C20-14 2. Plywood: C27-14 4.00 INSTALLATION: A. Secure members together using nailing schedule as "recommended by the National Forest Products Association. B. Provide temporary bracing until permanent bracing can be applied. C. Install blocking and bridging as required to support toilet accessories. or as indicated on the Drawings. D. Install soffit panels level with smooth surface of plywood exposed. Panels to be set in 'H & J Mold Framing System. SECTION 0701 BUILDING INSULATION 1.00. MATERIALS A. Fiberglass botts unlaced 3 1/2' thick with a frame spread rating of 25 or less and a thermal factor of 0.32 at 75 degrees Fahrenheit. _ B. Vapor Barrier clear 4 mil polyethylene film. 2.00 INSTALLATION A. Install fiberglass batts between metal studs on exterior walls, above the store front framing and bathrooms. Insure complete and tight fit from floor to underside of roof deck. B. Install vapor barrier over fiberglass insulation prior to installing gypsum wall board. SECTION 0702 ROOF INSULATION 1.00 GENERAL A. Do not apply insulation to wet substrate. B. Keep insulation completely dry before, during and after installation. C. Do not apply hot asphalt material when ambient temperature is 45 degrees F. or below. D. Roof insulation must be compatible with all membrane roofing Manufacturers Recommendations. 2.00 MATERIALS A. Bottom layer, isocyanurate foam board, faced roof insulation board made tram polyisocyanurate foam. 1. Min. R-Value = 19 2. Referenced Standard FS HH-1-1072/GEN. 3. Acceptable Materials: a. 'Hy -Therm AP', 48" x 96' x 2.5', as manufactured by Celotex, R - 19. b. 'Fesco-Foam', 48' x 96' 3.0% as manufactured by Manville, R - 20. B. Top layer, perlite board shall be expanded perlite and fibers formed into rigid, rectangular size= 48'x96'xO.5' units. Standard ASTM C728. C. Fasteners shall be screw type with metal cap plates as approved by factory Mutual for_U.L 90 classification. 3.00 INSTALLATION A. Apply with long joints with full bearing parallel to metal deck flutes, stagger short joints. 3. Secure each unit of insulation with at least one (1) fasteners per four sq. ft. located as specifically recommended by the manufacturer and in accordance with Factory Mutual Requirements. C. Do not leave insulation exposed to weather. No more insulation shall be applied than can be completely covered with finished, build-up roofing on the same day. D. Provide 4 inch cant strips where roofing abuts vertical surfaces such as parapet walls and roof curbs. Secure cants with solid hot asphalt mopping. Mop in top layer insulation with asphalt bitumen at a rate of 3 gal/square. Offset top layer joints at least 6 inches from bottom layer. Walk in boards to obtain maximum adhesive contact. Seal all penetrations and joints of insulation to prevent asphalt dripping. 4.00 PROTECTION A. Remove excess materials, trash, debris, equipment and parts from the work. Q. Repair, or remove and replace, damages and stains caused by roofing work. SECTION 0703 BUILT4 P ROOFING 1.00 GENERAL A. ROOFING SYSTEM: Four (4) ply fiberglass, smooth surfaces with top coat and aluminized coating. B. REQUIREMENTS: 1. Roofing applicator shall be approved by the manufacturer of roofing systems and provide letter stating same. 2. Store roll goods on edge on a hard, smooth surface. 3. Do not apply roofing when substrate is wet. 4. Keep roll goods at 40 degrees F. and above. 5. Do not apply roofing when ambient temperature is below 45 degrees F. C. GUARANTEE: 1. Before final payment, Contractor shall furnish to Owner a written guarantee of products and workmanship provided in the roofing system. 2. Coverage, period of coverage, roof membrane provider's and Owner's responsibilities, excluded items, and provisions for assignment shall be as stated in the roofing system guaranty, but in no case shall coverage be less than that provided in the OCF Perma Ply Roofing Felt Limited Product Guaranty. 3. Term of guaranty, which includes both the roof membrane and base,.,fl ashing shall be for 5 years. a. 1.i.nI(of` L'iah:i.lity: unlimited D. ACCEPTABLE MA4UFACT1J'F&RS'.+r 1. Celo ez CoYpo a't~ioi%;80'=GA-2C. 2. .'GAF-IC6rporkaflion,-1'Q55. 3. 1 Manvi I,1-4'Corpoon-' 4`GIS. 4. Ow"ens - orning-Pena t'ly-IV. r r , 7 1' ': 7 _ CIO N N Mrn M Z^ O -- U H s N a ZLW WO V LLJ Ct* S 6 Z 7 oa WP) 0 M O Q W U z r LL V4 U LLI LL U) J W Y U 0LLOW1- sC-4 tln 2 U Q REVISION O Z Z n c 4, WArrarM CHMM W. 111 r15../ c94 SPECSA23 tr; 0, r6't" SECTION 0703 BUILT-UP ROOFING 2.00 MATERIALS A. Bitumen: ASTM D312 Type II and Type III Asphalt. B. Felts: ASTM D2178 Type IV. C. Roofing Cement: ASTM D4586, Asphalt based flashing cement, asbestos -free. D. Top Coat: Bitumen asphalt type II and type III E. Surface Coating: Leafed Aluminum pigment in an asbestos free fibered asphalt base. Aluminum Content: not less than 2 lb./gal. ASTM D2824 Type III. F. Walkway Pads: Asphalt impregnated mineral boards with slate granular surface 24" x 24" x 1/2". G. Tapered Edge Strips: Perlite board taper strips ASTM C728. H. Covering For Parapets: 90 lbs. roll roofing. 3.00 PROTECTION OF OTHER WORK A. Protect metal, glass, plastic and unpainted surfaces within wind-borne range of bitumen application. Protect neighboring work, properties, cars and person from spills and wind-borne bitumen surfacing. 4.00 INSTALLATION A. Apply buildup roofing in strict accordance with manufacturers printed instructions. B. Roofing materials shall be thoroughly dry when applied and shall be closed in at end of each day. C. Application of roofing system in phases is not acceptable. D. ROOF MEMBRANE SYSTEM: 1. Description: Four (4) hot mopped plies, plus smooth surfacing over accepted roof insulation. 2. Plies: Four shingled plies, lapped 27 - 1/2 using starter sheets. 3. Type of Felt Fiberglass. 4. Interply bitument Type II or III asphalt. 5. Smoot-h Surfacing: Flood coat of Bitumen over top felt layer plus fibrated aluminum roof coating. E. Application Temperatures of Asphalts: 1. Type II 350 to 415 degrees F. 2. Type III 365 to 435 degrees F. F. Roofing Ply Application: 1. Apply uniform, solid bitumen mopping at the rote of 23 to 27 lbs./100 sq. ft. Apply bitumen the full width of the sheet, and sufficiently hot to obtain complete embedment of ply to ply. 2. Roll felt into hot bitumen. Extend each ply of roofing felts to the top of the parapet wall. . 3. Broom in promptly to eliminate voids and obtain total embedment. 4. Apply layer of roofing cement to top layer of wall felts and cover with 90 lb. roll roofing. Lop joints in direction of water flow. SECTION 0703 BUILT-UP ROOFING (CONT.) G. Smooth Surfacing: 1. Apply Flood coat of Bitumen over last felt uniformly at the rate of 25 lbs./100 sq. foot. 2. Once dry, and properly cured apply Fibrated Aluminum coating uniformly at the rate of 2 gals./100 sq. ft. Coating must be thoroughly mixed to a smooth consistency and uniform silver color. 3. Coatings shall be installed in strict accordance with manufacturers printed instructions. H. Walkway Pad Application; Provide walkway pods at perimeter of HVAC rooftop units and roof hatch. Set walkway pads in hot, Type III asphalt at the rate of 20 lbs. per square. Provide 6 inch space at joints for proper drainage. Pads are to be within 2 inches of HVAC units. (See drawings) I. Provide crickets at high end of all root curbs for HVAC, roof hatches and where shown on drawings. SECTION 0704 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 1.00 ACCEPTABLE MANUFACTURERS: Sto Industries Atlanta, Go, Tom Rosenberger or Mary Elzey 1-800- 221-2397 or Approved Equal 2.00 MATERIALS: A. Dispersion Adhesive: B. Insulation Board C. Reinforcing Fabric: D. BTS-B E. Finish: F. Water: G. Aggregate: 3.00 EXECUTION: A 100 9" copolymer emulsion adhesive that is waterproof and vapor permeable. Aged expanded polystrene 1PCF, minimum 1"thick,conforming to FS HH-1524C,typel. Open weave woven glass fiber mesh to be alkaline resistant coated at least 20 grams per sq. yard. A 80% acrylic 20% portland premixed polymer -based grout coat. Redi-nixed all acrylic based wall coating having integral color and aggregate. Sto color Maxicryl 121607 and #21609'see drawings for locations. -- Clean and potable. Stolit K 1. A. All installations of STO materials shall be performed by and/or supervised by STO trained applicators. B. The finish system shall be applied in accordance with STO specifications. C. The surface to receive the STO Full Thermal System shall be structurally sound, clean, dry, and uniform. D. Ambient temperature shall be 40 degrees F. or higher during installation and for at least 24 hours thereafter. E. Avoid application in direct sunlight. F. Sto Dipersion Adhesive to be applied in ribbons using a 3/16" trowel, and running horizontal with the building walls. G. Maintain surface flatness with maximum variation of 1/8" within 10 feet. H. No exposed or partially exposed fabric will be acceptable. SECTION 0704 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) (CONT.) I. Finish shall be applied in a continuous application, always working to a wet edge. Finish shall be uniform, smooth Stolit K 1, sand -type texture. J. Any and all mixing of Sto materials -to be done with clean, rust free, high-speed mixer. Small amounts of water may be added to the finish, per specification, to aid workability. K. The Sto Full Thermal System is to be completely installed and cured before soffit panels are scheduled for installation. Soffit panels shall not be installed prior to the installation of the Sto Full Thermal System. Should this occur, the Sto System installer will be responsible for cleaning all soffit panels of any debris, paint, etc. L. Where indicated on the drawings install BTS-B and reinforced finish coots directly on the smooth face concrete block. M. Color of finish applied to full thermal system shall be Sto color Maxicryl #21609. Color of finish applied directly to concrete block, when required, shall be Sto color Maxicryl #21609. 4.00 WARRANTY A. Contractor shall provide owner with the Sto 5 year Systems warranty. SECTION 0705 SEALANTS 1.00 GENERAL: A. Install sealants between all dissimilar materials as well as all expansion, construction and saw cut joints. 2.00 MATERIAL: A. Exterior 1. Masonry Control Joints: Paintable Polyurethane base, multicomponent, chemical curing: type II non -sagging conforming to FS TT- S227E with 25% joint movement capability. 2. Aluminum Framing System: Silicone base, one component, chemical curing conforming to FS TT-S1543A with 25% joint movement capability color to match the aluminum framing system. 3. Expansion and Control Joints in Paving: Polyurethane based, multi component, self -leveling, chemically curing, type M. grade P conforming to FS TT-S-00227E. Color to closely match pavement color. B. Interior: Paintable acrylic base, one component, solvent curing non -staining, non -bleeding, non -sagging, conforming to FS TT-S- 230 Type II with 7.5% joint movement capability. C. Primer: Non -staining type recommended by caulking manufacturer to suit application. D. Joint Cleaner: Noncorrosive type recommended by caulking manufacturer to suit application. E. Joint Filler: Round, open cell polyethylene form rod oversized 257,-50%., 3.00 INSTALLATION: 01. r;= r.,, * A. Clean and prepare joints:in:otco do.n.ce'with'manufacturers recommendations. Remove loose'matrerial,•and_ot her foreign matter that might impoir udnesicns'o'(coul.king B. Ensure that joint forming materials are:,conpatiole with caulking. ~ ^' r= A C. Comply strictly with inanufa e s3 j :yrtVructions. D. Remove excess caulking er,ials from VVVsur ces:adjacent to caulked joints. ,;," oco M M O- H- n H i N O V ' aft Z U oa WM 5 Z O H Q W U n r LL WN U Q CL W U Q WP j U0LL N•4Q F- s cv to U Q REVISION WWI 2 a V4. 15/94 SPECS A24 eE- "tG SECTION 0706 ROOF ACCESSORIES SECTION 0803 ALUMINUM ENTRANCE DOORS/STOREFRONT AND GLAZING SECTION 0803 ALUMINUM ENTRANCE DOORS/STOREFRONT AND GLAZING (CONT. 1.00 Roof Scuttle: 1.00 General: 5.00 INSTALLATION: A. Size 2'6" x 3'0' Type "S" galvanized with red oxide primer A. Submit detailed, complete shop drawings executed by the A. Set all frames true, level and plumb. as manufactured by Bilco Co. aluminum manufacturer. 9. Install sealant between frames and surrounding surfaces. B. Install roof scuttle where indicated on Drawings and in B. Framing system to be designed for the some windload as the C. Install reinforcing within the framing system as required to accordance with manufacturer's specifications and structure. meet the windload. installation instructions. C. Instell reinforcement concealed in vertical framing members D. Install all glazing in strict accordance with manufacturers C. Paint roof hatch black. as required to comply with wind loading. instructions. D. Supp!y an original site specific certificate of compliance, Hong doors and adjust for easy operation. SECTION 0801 HOLLOW METAL DOORS dt FRAMES dt WOOD DOORS signed by an officer of the aluminum manufacturer that all frame material meets project specifications. SECTION 0804 HARDWARE 1. GENERAL: A. Deliver, store and handle doors and frames in a manner to 2.00 Materials: 1.00 GENERAL: prevent rust and damage. Provide cardboard packaging, A. Storefront: separators, banding, spreaders and paper wrappings as required 1. SYSTEM: Flush glazing, single glazed,'unless otherwise A. Contractor shall furnish and install all hardware and to.com Ietel protect doors during transportation and storage. P Y P 9 P 9 noted on Drawings. accessories necessary to provide for a complete project whetherYPPP1 Store doors upright, under cover, in a dry area. 2. FRAMES: Extruded aluminum 6063-T5 alloy. Compy with section the items are specifically scheduled or not. 1.00 C. above. 2.00 MATERIALS: 3. FINISH: Finish shall be P.P.G. DURANAR (70% KYNAR) Red 2.00 MATERIALS: (schedule) A: Steel Door Frames: 16 Gage cold -rolled steel in sizes and Exotic I UC45282 XL w/UC51132 clear top coat. A. Glass and Aluminum Entrance Doors profiles as shown on drawings. Miter corners, weld and 4. SEALANT: See Section 0705 1. Closer- Concealed Jackson JED 101 with 90 degree stop grind smooth. Prepare frames to receive three silencers. double acting where doors are paired single acting Apply a shop coat of baked on rust inhibiting primer. 3. INSTALLATION: Install per manufacturer's written installation otherwise) one per door. Dorma RTS 88 concealed closer Provide a removable sprecder bar welded to bottom of frcmes instructions using sub -sill, end dams, water with 90 degree stop is also acceptable. 9 P P for rigidity during transit and handling. Provide anchors diverters, etc. Installation contractor shall 2. Locks- Cylinder lock Best Co. IE-6A4(key operation as required by all conditions and as indicated on the Drawings. furnish and install all sustem components to exterior and thumb turn interior). Furnished by owner, B. Frame Reinforcement: 1. Hinge: 7 gage provide for a complete project whether the installed by G.C. 2. Lock: 12 gage items are specifically shown in contract 3. Closer: 12 gage documents or not. 3. Threshold- Aluminium 5' wide x 1/2' high sized to fit 4. Hold Open Devices: 12 gage B. Entrance Doors: opening. 5. Panic Devices: 12 gage 1. Medium stile, 3 1/2' top rail and stiles and 7 1/2' 4. Push/Pull Bars-1' diam. red nylon coated Kawneer Classic C. Steel Doors: 18 Gage bonderized steel permanently bonded to bottom rail. Clear finish anodized aluminum. Top and CP' or U.S. Aluminum Pro-33. rigid polystyrene foam core. Flush design with seamless bottom boll bearing center pivot sets. a. Single Acting Doors: One side only. faces and edges. 16 gage closer channel top and bottom. C. Glazing: b. Paired Doors: Both sides of door. Apply shop coat of baked -on rust inhibiting primer. 1. Door, Sidelights and Store Front: 1/4 thick clear float D. Door Reinforcement: 1. Hinge: 7 gage glass, tempered or laminated as required by local or 5. Frame Stop- Aluminum clip applied to head, finish and 2. Lock: 12 gage national ordinance or code. color to match framing system. 3. Closer: 12 gage 2. Use high performance evergreen glass as manufactured by 4. Hold Open Devices: 12 gage min. Libby Owens Ford in lieu of -clear if noted. Refer to B. 3 x7 xt-3/4 Solid Core Wood Doors At Toilets - Hollow Metal 5. Panic Devices: 14 gage min. Storefront Elevation Sheet. Frame E. Wood Doors: Flush, solid core, seven -ply construction. 3. Glazing Sealant: General electric 1200 Series silicone sili-glaze'. 1. Hinges: 1-1/2 pair x4-1/2 Hager h1279 Spec. FPC in accordance with AWI 1300-G-Rotary cut, point sealant or 0S LeA40SLevan 626 Finish2. Lock Set: SIvesgradebirchFaceVeneersinaccordancewithAWI-S-2 standards. 4. Insulated Glass: 1' thick overall with 1/4' inch 3. Door Stop: Ives 4361inboardandoutboardlites, or use 4. Signs: Universal Mens do Womens plastic. A.D.A. approved. 3.00 INSTALLATION Evergreen Glass on the outboard 5. Silencers: Glynn Johnson GJ64 (3 per strike side of frame) life for west exposures or as A. Install frames plumb and square in strict accordance with otherwise noted on Drawings. C. 3'x7'x1-3/4' Hollow Metal Doors At Exits - Hollow Metal Frame frame manufacturer's instructions. 3.00 PRODUCT HANDLING: 1. Hinges: 1-1/2' pair 4-1/2'x4-1/2' NRP Hager #1279 BB B. Hong doors level to provide for easy operation. A. Protect glass from damage before, during and after 2. Push Bar: Sargent #2828 installation. 3. Closer: Sargent J1250-H SECTION 0802 OVERHEAD ROLLING DOOR B. Remove glass with chipped edges from -the site immediately. 4. Viewer: Stanley or Ives centered in door 5'-0' above C. Deliver glass with manufacturer's labels attached to each finish floor. 1.00 GENERAL: pone. Remove labels inmediately prior to final inspection. 5. Weather Striping: National Guard Product s'1164•c-< A. This door is furnished and installed by owner's vendor. 4.00 ACCEPTABLE MANUFACTURERS: 6. Threshold: National Guard Products #425' 7. Rain Drip: National Guard Products #10 4AL Contractor is to furnish and install steel channel angles A. Framing Systems: r.! 8. Rain Sweep National Guard Products.#l.4i•"AV , y e. I` frame around masonry opening as well as chain guard and 1. U.S. Aluminum n 6'• 9. When doors are paired provide flush bo ts;o inactrve•leof threshold as indicated on the Drawings. 2. Vistawall r ` and size required hardware to f i t` over,al,i opening. n ;the 3. Kawneer exterior or the inactive leaf providea` s" t'inr u l e 4. YKK late 1 8" thick x 2' inch wide full" ei'ff,E f B._G_Icss _ - cove.r--the_joint-between- doors. P t * to be we d to•;door 1. Libby Owens Ford (LOF) with a continuous fillet weld. 2. Pittsburgh Plate Glcss (PPG) co i N N M M o 0 M M Z^ O U Z H O U 0 a 5Za WM O O H UZF Wi; Q W U) Z U LL W J Q 0 O 4 Z LU s C4 t S U X Q REVISION Z12/16/94 4. Z n c4. 01MED W.- DAM 11/11/94 SPECS A25 ram r SECTION 0804 HARDWARE D. Pair 2'-6"x6'-8" Solid Core Doors At Telephone Cabinet - Hollow Metal Frame 1. Hinges: 1-1/2" pair 4-1/2'x4-1/2" NRP Hager 1279 (each eaf) 2. Lock Set: Active leaf -Best 83T Dead lock with Deadbolt - Furnished by owner installed by G.C. Inactive leaf to hove surface mounted bolt top and bottom, OFCI. E. SPECIALTIES 1. Corner Guards: Aluminum 300' x length required x 0.080 thickness with mitered corners. a. Provide along top edge of toilet rooms. b. Provide at outside corner of toilet room c. Provide at both jambs and head of exit doors. d. Vertical member shall be one piece in length. 2. Chain Guards At Overhead Door:Aluminum 6' wide x 9'-6" x 0.080 thickness a. Provide on chain side of overhead door b. Cut slot at top of guard to allow sprocket wheel to turn freely. Maximum 1' clearance all sides. c. Cut opening at bottom of guard for alarm junction box. 3. Vinyl Numbers: Provide vinyl street numbers of the height required by local authority. Numbers are to be located in the glass panel either above or adjacent to the entrance door. Color to be white. 3.00 Installation A. Install all hardware and specialty items in strict accordance with manufacturers printed instructions, utilizing an appropriate concealed fastening system. SECTION 0901 RESILIENT TILE FLOORING 1.00 GENERAL: A. Before commencing work check floor for conformance with specification tolerances for levelness (1/8' per 10' plus or minus non cumulative). B. Level floor to this minimum specification prior to instolling•Tile. C. If leveling is required use Ardex K-15 in strict accordance with manufactures specification requirements D. Lay resilient tile flooring at 65 degrees F. or above. E. All unused tiles to remain in store along with one unopened box of each tile color. 2.00 MATERIALS: A. Self Leveling Underloyment 1. Primer - Ardex P-57 2. Leveler - Ardex K-15 3. No substitutions for above B. Finish Flooring 1. Floor tile shall be Armstrong Imperial J51899, Cool White size to be 12"x12'x1/8'. 2. Feature the shall be Armstrong 156806, Red II size to be 12'x 12'xl/8'. 3. Base shall be standard top set cove type, 4" high x 0.08' auge vinyl as manufactured by Armstrong or Flex Co., Color Block). 4. Adhesive - Armstrong S.515 clear mastic. SECTION 0901 RESILIENT TILE FLOORING (CONT) 3.00 INSTALLATION: A. Self Leveling Underloyment 1. All ARDEX products shall be installed in strict accordance with manufacutres printed instructions which the contractor shall obtain and have on site prior to commencement of any work. 2. Printed information is available from ARDEX Inc. ARDEX INC., 630 Stoops Ferry Road, Coraoplis, PA 15108 Phone (412) 264-4240 Fax (412) 264-1622 B. Finish Flooring 1. Remove ridges and bumps from substrate. Fill low spots, cracks, joints, holes and detects with filler recommended by the manufacturer. 2. Run grain or pattern in only one direction (side to side.) 3. Open enough tile cartons and mix tile to ensure shade variations do not occur within any one space. 4. Lcy tiles symmetrically about center line of areas -with tiles against walls not less than 6" wide (see drawings for tile layout.) (Note: roll floor with 250 lb. roller) 5. Provide vinyl edging where edge of tiles are exposed and where tiles abut other floor finishes, unless designated otherwise on Drawings. 6. Immediately remove excessive adhesive from visible surfaces. 7. Wait at least four days after installation before washing floor, to prevent adhesive bonding problems. 4.00 FINAL CLEANING AND WAXING: A. Clean floor with a neutral cleaner: Do not use any type of stripper on the floor. Use Buckeye Blue Cleaner or equivalent. B. Floor must be thoroughly clean and dry prior to applying wax. Use an untreated dust mop to sweep floor prior to laying wax. C. Waxing Floor 1. "Buckeye Cosleguard Wax" shall be supplied by owner and received by contractor. 2. Owner will furnish four (4)., five (5) gallon Action Packs of Buckeye Castleguard Wax. 3. Must use "Buckeye Cosleguard Wax'. (supplied by owner) No substitutions will be accepted unless a written change order is provided by Architect prior to application. 4. Contractor to apply a minimum of four (4) coats of wax and will apply additonal coats until all four (4) Action Packs are utilized completely. 5. Allow each coat of wax to dry a minimum of forty five (45) minutes before applying the next coat. D. Allow wax to dry overnight prior to buffing. E. Buff the store prior to use. Use a high speed buffer, minimum 1500 rpm. F. Provide empty Castleguard Action Pack boxes at final punch. G. Contact Buckeye International if more detailed insir'uct:iolns 'for, application are needed. BUCKEYE INTERNATIONAL, INC. Attn: Brandon Fories r• 2700 Wagner Place - y Maryland Heights, Missouri 63043-3471 1-800-321-2583 Ext. 1187 1 SECTION 0902 GYPSUM WALL BOARD 1.00 MATERIALS: A. Gypsum Wall Board: 1. Standard: ASTM C 36. 1/2 inch thick, square cut ends, tapered edges, unless otherwise noted on Drawing. 2. Water Resistant: ASTM C630, 1/2 thick, square cut end tapered edges in restrooms only. 8. Tape: Conform to ASTM C475. C. Joint Compound: Ready mixed conforming to ASTM C475. D. Wood Supports: Type W, bugle head screws conforming to ASTM C894. E. Metal Supports: Type S, bugle head screws conforming to ASTM C646. F. Corner Beads: 1-1/4 x 1-1/4' galvanized steel. G. Metal Edge Trim: Square nose and "L' type, as appropriate. H. Metal Studs: 3 5/8' metal, 25 gage. I. Control Joint: V" Shaped, 25 gage. J. Closure Strips: Flexible closure strip for metal deck, vulcanized, 1" inch , color black, closed cell EDPM synthetic rubber as manufactured by "Consolidated Systems Inc." Telephone 1-800-624-0925 2.00 INSTALLATION: A. Install metal studs vertically at 16' O.C. B. Apply gypsum panels 'horizontally' at maximum practical length. C. Fit ends and edges closely. Position end joints over supports and stagger adjacent rows. D. Install water resistant wallboard in toilets. Place factory edges down and treat cut edges and holes with sealant. E. Install metal edge trim where gypsum panels abut a different material and where indicated on drawings. F. Install accessories with screws, nails or crimping as appropriate. Do not use staples. G. Maintain surface flatness of joint compound, with maximum variation of 1/8' in 10 feet. H. Sand joints and areas where joint compound has been applied to provide a smooth finish suitable to receive paint. I. Install metal studs each side of expansion joints in masonry. J. Install control joints in Gypsum Wallboard where expansion joints occur in masonry walls. K. Install closure strips in accordance with manufacturers printed instructions. SECTION 0903 PAINTING 1.00 GENERAL: A. This specification and attendant schedule contain all approved products and colors to be used on AutoZone stores. These products and colors should not be changed without written authorization from AutoZone. B. For information regarding availability of material: Tom`` AKZO/Chromatic Paint Maximum lead time is 2-5 days. Contact: 1-800-233-2303 Sherwin Williams Point Maximum lead time is 3-5 days. C Contact: Dove Mahowold at 1-800-321-8194 Sto Industries, Atlanta, GA. Contact: Mary Elzey at 1-800-221-2397 j R inguord Products Contact: Jecnne Alderson at 1-800-272-4647 L0 r i N NM Z O tN CL Z U ' a Z C9 C W" 0rn Vr O j- Q Z U LL1 U_ Q U UILL U) LLIZ J Of 0'l4 U s C-4 to UJ 2 U ir REVISION Z Z 1. 11 /28/94 z. 12/16/94 a. 03/28/95 4. 06/15/95 ARMIECT. er: 15/94 SPECS A2_6_1 F, , r SECTION 0903 PAINTING (CONT) 2.00 MATERIALS 2.01 INTERIOR A. WALLS: Drywall Primer Finish Coat Block & Drywall) New Formula 1 coat ProMor 200 Latex Primer 82BW200 2 Coats Metolatex Semi- Gloss Latex AutoZone Red Walls (AZRW) 842 B. STRIPE: Finish Coats AutoZone Orange Walls (AZOW) Block & Drywall) 2 coats Metolatex Semi -Gloss Latex C. STRIPE: Finish Coats AutoZone Black Walls (AZRW) Block & Drywall) 2 coats A-100 Flat Latex A6B550 base Tricorn Black Pkg. Color D. STRIPE: Finish Coots AutoZone White Walls (AZWW) Block & Drywall) 2 coats ProMor 200 Latex Semi Gloss Enamel B31W201 base Pure White. AutoZone Tile Walls (AZTW) E. RESTROCM: Epoxy Finish Coat 2 coats Tile clod II -Epoxy Enamel B62W101 base Pure White/Hardener B60V70 F. DOORS: Point all doors red, both sides. G. DOOR FRAMES: AutoZone Black Metal (AZBM) 2 coats Semi -gloss Industrial Enamel B54B11 Both sides. 2.02 EXTERIOR A. EXTERIOR GRAPHICS: (On E.I.F.S.) 1." White A-100 Exterior Gloss Latex A8W16 AutoZone White Gloss (AZGW) 2. Black. Kem Lustrol Gloss Black F65B1 AutoZone Black Gloss (AZBG) 3. Red B102 Fire Red (Bulletin Color) 4. Orange B124 Medium Orange One -Coot (Bulletin Color) NOTE:Items 1 & 2 are Sherwin Williams Paint 3 & 4 are AKZO/Chromatic Paint. B. EXTERIOR BLOCK AND CONCRETE STEM WALLS (IF EXPOSED): First Coat - STO Color 'F' color to match finish coat. Second Coat - STO Color 'F' color to match finish coat. Third Coat - STO MAXICRYL - Full strength. Note: If STO Moxicryl is sprayed applied back rolling will be required. REFER TO DRAWINGS FOR REQUIRED PAINT COLORS AND THEIR LOCATIONS. COLORS - Light Grey - STO Moxicryl color #21609 Dark Grey - STO Moxicryl color #21605 Medium Grey - STO Moxicryl color #21607 SECTION 0903 PAINTING (CONT) ALTERNATE: First Coat -Rainguard XS Woterproofing or Block Lok Second Coat - Rainguard Opaque Masonry Stain REFER TO DRAWINGS FOR REQUIRED PAINT COLORS AND THEIR LOCATIONS COLORS - Light Grey - Rainguard Stain Color #4314 Dark Grey - Rainguard Stain Color #4315 Medium Grey - Rainguard Stain Color #4366 C. PIPE GUARDS/ GUARD RAILS Steel Primer 1 coat Kem Kromik Metat Primer B50N2 Finish Coots B102 Fire Red (Bulletin Color) D. PARKING LINES: AKZO / Chromatic Point-2 coots AutoZone Orange Traffic Paint, machine applied at the rate of 350 L.F. per gal. Available from Farrell Calhoun Point Co. 221 East Carolina Ave., Memphis, TN. 38126 Phone (901) 526-2211 Tom Bombrick or LeAnn Hatchet For areas where VOC compliance is required: 2 coats Setfast Water Base TM225 AutoZone Orange + 4 1/2 oz. 844 Lead Free Orange Colorants. E. GUTTERS/DOWN SPOUTS Primer Galvite Primer B50W3 Light Grey: Sto Moxicryl, color #21609. 2 coats full strength. Minimum 7 dry mil thickness. F. CORRUGATED COLUMN and METAL MAN DOORS Primer Golvite Primer B50W3 (on column only) Ken Kromik Metal Primer B50NZ (on man doors only) Finish Coots B102 Fire Red (Bulletin Color) 3.00 INSTALLATION 3.01 GENERAL PREPARATION: A. Verify that surface preparation is complete to the point that finishes may be properly applied. B. Surfaces shall be thoroughly dry. Application of finishes over rust, dirt, and foreign substances will be cause for rejection. C. Completely mosk, remove, or otherwise adequately protect hardware, accessories, or other adjacent surfaces. D. Thoroughly clean surfaces involved before applying paint or other surface treatment. 3.02 PREPARATION OF METAL SURFACES: A. Clean surfaces thoroughly with solvent and allow to dry thoroughly before applying paint. B. Treat new galvanized metal surfaces with a chemical etching compound as recommended by the paint manufacturer. Remove excess etching solution and allow to dry completely before applying first coat of point. SECTION 0903 PAINTING (CONT) 3.03 PAINT APPLICATION: A. Apply finishes in strict accordance with the manufacturer's printed directions. B. Access doors or panels, exposed pipes, and raceways shall be pointed to match adjacent surface except where color coding is specified. C. Primer, where indicated on painting schedule, may be omitted where shop coat primer has been applied. Touch up metal surfaces with the specified primer as required. Do not apply subsequent coats of paint to bare metal. 4.00 WARRANTY A. ALL PAINTING SHALL BE WARRANTED FOR ONE (1) YEAR AGAINST BECOMING UNSERVICEABLE OR OBJECTIONABLE IN APPEARANCE AS RESULT OF BEING DEFECTIVE OR NON -CONFORMING. WITHOUT LIMITING THE WARRANTY, THE WORK SHALL BE WARRANTED NOT TO: 1. Noticeably discolor, yellow, streak, bloom, bleach darken, or fade. 2. Change sheen. 3. Peel, crock, blister or alligator. 4. Release from the substrate or intermediate coats. 5. Chalk or dust excessively. 6. Stay tacky or become tacky or mildew. SECTION 1001 TOILET ACCESSORIES 1.00 GENERAL: A. Contractor shall furnish and install all toilet accessories necessary to provide for a complete project to meet all local or governing requirements whether items are specifically scheduled or not. B. All accessories are surface mounted and shall be equal to those specified below. C. Provide all concealed blocks required to anchor each item. 2.00 MATERIALS (Schedule) A. Mens Toilet 1. Toilet Paper Holder - Rubbermaid #7627-White 2. Paper Towel Holder - Rubbermaid #2364-White 3. Grab Bar 36: long - Bobrick #8-6106x36 4. Grob Bar 42long - Bobrick #8-6106x42 5. Framed Glass Mirror - Bobrick #B-165 1836 6. Mop Holder - Bobrick #B223x24 (mounted above mop sink).. B. Womens Toilet 1. Toilet Paper Holder - Rubbermaid 17627-White 2. Pcper`Towe.l,HoIder - Rubbermoid #2364-White 3.. " Grob Sar=-36*'-fang - Bobrick #8-6106x36 4=. rob• Boro4'2.1 Il,ong^ Bobrick #8-6106x42 Framed• Gloss ,Mi:,ror - Bobrick #B-165 1836 y 3.60 I nit gl,la. i-pn. l Q-C A. Install all r o l accessories in strict accordance with am fcctu E s''Inted instructions. B. AI.I ancnori g r;lces'sholI be placed into a concecled co LO rII o 0 Z^ O 1- rn N N a ZJW Q U ' coa Z UCD o WM CD Z O W_ U Z rr LL W 0_ J U) Z Q 0LL L tt Z U LLI s c%4 t4 F- Z U Q REVISION W11/28/94 z 06/29/95 Z c4. DRAFISMM: CHECKED er: 15/94 SPECS A27 4' zc I r — — —— 21117FkP Ma55 FGK I I 12" Ma (fYPiCAV.) 4 4of3c 1 Al 1 1 tD I S2 I I I I I of I 4 1 I 0 O I = O MI I o I e e o o en O p I F f BELOW 1 1'-9~ I I I 11'-8° 4'-Cr 7p I I J L - L, Et7a OF I 5. I 1 oOin 1 W-C 5'-8 p O148 Ca MN 2'-1 O~ 1 fa ILo o I ` I 'i 2M co I °° 3 1 / CatMN YOU 4 iffk fo 59 M96 F0v 5MWAt.K5, Nwap Zr` iAYP5, MV CHR 59 5'FCIFIC 6MOM5. WE: f'I." PAVE MaVe Ci OVER fftf 51. 119'-4" Ss.3 RECESS TO SLAB RECESS IiXW Al, NM5: 10/ 10 w.w,M. MA WAIN MP5i U VAWN Af OW P" ff 1N IZ55 OF iF1r W. DAM. CD 000 P5.61. gR i I M-0 CONC1M FaWA" fO M POUZ P Af OW IM LW 55 APP1R M 6Y 11i A~MfXf, i I I rc R iW1C& caiiZA. xw, 5'Aa WALYA5 510WN, LW 55 OM11 % FOR IN H 5045 I'X. I 51 X 5' ICALW i canm4. ALL 1`00" M9a415 PASS ON A MD iM OF 2000 P.5r-. 504. Br.MfJG PAb ti N LaAM59M, -L FOOMIr,6 5 U M 1M Cl r A' 3611 BELOW FWIS Foo" I W N 6" BELOw M05f M, OR 24" 2 FWISf. QZA17. S2 W I I 1 W 85, IRE iR fo crol iJICN. i'Azf l K FIQi STALL BE CaNSIi W A5 P I N Pwaw wtiHAJf im Rwoff ca fKf Eva OF %ffi IiL IRaIILI.I %W Ir 51G poR BE NORM. 6, MI5ai.l.1V ab Ca -T,- G124211m911MAlEX1CWAN 24t1x24 IX4" Af EXIMM 154A5 htdt I 9. 5M PLAN FAR WA N5M b 2 fi J t11cowA x 6Xdl-to/Iow,wM. 3000Ps -I- - - t - j - ILA- - -I- - BLOC OU LAB TAT I H. DOOR 5CLT CaCl 1E ON 6" L NW 24" MAIv!ICR CAMP MAAAAL M S.M B.'M • z. 137 AANI211 1NMErE CONC At wL LNM %M /VV 55FEE15. Ba LASS. 5iE 5tti; PLA 1 5NA1.!- GOME't.Y Wi1NAld- Al'I'I.IC,ABi. G017E5,= _ t; . V FAR VEfAL. r`` µ •; ;; 1 + 0, H. HnoAR LOCAr. j , rC 1. 4l. C, Fr L co j I I L7 U) N N O o 0 rn o e O I- co UZ N o U c5 we 5 c w c Z W. Z CM luZ JULL O Z W IL 0 U— b ( n J O O REVISION 4 1. 2/28/95 II M f, 2 3. 4. CL- CHECKED BY. 6/ 15/94 sl IRM PVC W/ 90 DEGREE SWEEP PVC IN SLAB CONDUIT DETAIL NOTE: M fO ' Kff A6 & f5i FOR AAM / WM PA& I7t fAL5 a s f S j wMrac. 40 J-VM Mf fO 5i M. NOTE: N.L C,OI w EW5 fO 90 c 5 R n N N f My O Ocn Z 0 I— UZ D i— Na Z W 0 U Co a z CL 1) o WM W Q zr J W 1L Z O ULL Q Z ( W U• O 0LLO LLF— c vQ cv cA C Z W O REVISION Q a 03/07/95 M c t 4. ARMCT. WAFI$ MAN: CHMED 6Y: 16 6/ 15/94 71 i slol F.)VAN510N J01W CONCRIM 6 X 61010 ALNdf 11Z/A174111 wA1.K vwm PAVAIAViNG MAX. 5LOPE ON. a 0 11 7-7 IIE I Ei! IF "- I I la I IJ ICOMP. AZAAA.LAR FLL I '' 5m 5i'EcrIcAnoN5 0 5' s At 32" ON C>;MER 12" CMU I t0 tOI' OF WALL. WALL I I CONCRM SLAB 50 sAt32 ON C>;NT1riZ IF- 6116- 1O/ 10 W.W.M. I I/ 2 - IIIIII p ° a dl III° I d °° ca 9 IIII t-- CONC TE WALK wtTH 6% 6-10/ 10 W.W.M. 5tOIEFRm JOINT CONIORM 5LAV WMN 8X6- 10/ 10 W.W.M. ON 6. ML VAPOR PAMER x 12'' L. 1 11=1 I II HEW— 4 I, I 7 VAf'01Z 9AM At 24" ONI-_I i I— CemmiZ - 1 I II: ; I I I-1 MPACIE17 COM'ACTEP - 1I I I I I a 'az FIL1. N az& q" FILL I L I S" tBOT'fOM III-1 I',= 1W05 GONi1NUOl15 t si 9 Al- # 5CONi1NU0115t $ 9 1 T S 1V1/O # 5'S W11H * 3 TZ5 At 18" ON CENT>: 1Z q 4 : r• S DET-S01 3/4" = 1'-0" DET-SM01 3/4' = 1'-0" DET-SM02 31 WALK EDGE SECTION 2 1 FOOTING SECTION @ MASONRY WALL I FOOTING SECTION @ STOREFRONT CONCH-M FUM 18" 41, 1.8" zIPLA5 6' G.M.11. WfiM fair r I SIX 5s I WICK5' s. VEt2ii A & # 3 ne$ At 15 ' ON aNMR Fax *5s r yE x aaawCELLS 5mv. 51* WAJL 15i•-tNO II° °.a li . a I I I i—I I, . II— I I Ii ° II e_ _ _ ..I : I -III . I IA•tf # 5 s x sr2"L. ° . °' I ° I ! I VN'OIz W"H 6" HOOK 6A lz " III 3r 1 ` : I " COAWACTW D 5At12" ON 3FLI.-' I i i— c>;wu rAoiI • I I=1 11= N WAY. BOTTOM OF FWnNO r I I CONCZ-M l . M r 1 wIlH 61610/ 10 W.W.M. Wt=P WNW ME5H ON 6 mu. VA1' Ot2 PA M r N r I e I/ 2 11 ;,— I Illilll ° I 1°= I /e CNAMFt;k i 1=1' I— I I —III El I I° I I I-1 I I .11=' ' r l ! =III- 1 i 1= ° I I I-11 I —I I BAR FILL III. I- Al—' p _ i— L°_=.t I_1-11`4 11 ° L— ° t 5sAf11211ON I-1 I . j III I 1 I L 'T r!% r'+'. ye I ' • — — — — = — — I. W m FACN BOMOM I 3" ' ., f'' » '- - I III-1 I I-1 I I-1 I i-1_, ; ,! I L-! ! I-1 I I —I I OF FOOfiNG C K -+E C. ti • n — 4 t 3/47 = 1'- 0" J /4" = V- 0" DET-SM03 51 EXTERIOR COLUMN FOOT I N E.TTAi-L' 41PILASTER SECTION e coo I 1 rn c 0 UM HCL o U C6 z CL o wM o01 J_ Q W z o 4 z 0 Zp ILL 0u. 0 F=- NN 0 Z REVISION p W z 2 c, 4. ofoo er: 6/ 15/94 7f . ,. , S2 M 5'-4' 1'-3 1/2D 16" 16" CMIJ MWM W/ 8 * VIM 3 911 X 1" fNal li f 1.A1f: 14' `8" 10 1/r 2' 8 1/r f RTU 11 #1 cooOl o o> I I fm 0r mm115'-6" 8 9/3r, TON or caum 1 1 Lm or SLftf 18'-4 1/rlr,6'\ 2 LGm we Lam S40 iTM fO 178 AL c IRTU 2 T'>oa'x3 8" e ravGl 121'-4" 119'- a (23 32LH10 JOISTS TOTAL 19 SPACES AT 5'-OD = 95'-0" 600.1.135. c - 40 RTU 4 J015f F laif a 15'?6 to, JOSSf Af 1,44" too'-8• RTU 5 Ii10M 5 W iL}I S4 5'-4' ,_ 5'-4* V-4' iXWM e- 1211rK/5><I-f/4a51r1'Oi t5 IZ 11 C/ 3:3/ 4 a 5t17 i.JW 5/ 8" Pl17Gl.t: W1;U7 fO f EIaWElfat M1A.fi5 a IZ" ON Lf JiT • ' ' - r ' MM fO 5iM M/WWACMV15 .M SPi:C r %vr mm iiJ , W i0i mve me= fC ° on a% - cOwKf Im PW.Mf twilixf V""CaKIC15 mf %i0" 0= IN "W cO1J7tim, c ,r - f 5iE8..IM515 AV =611J6 M f'8i1WEa AW5 , Wf r& teCI". fO r miaaw i3f omvt D to WIM*" Ii1;M5 SWV.f. m 5U'mw nv NWfAUV w awix ScoNilxtm_ co I I N N o 0 Z^ O F- n U Z N ZLjW O U ' co W 010 In - 111 Co0 w_ Zrr Q Q 0- U LL 0 ww z O lirLLLL0•1Z LL s cv tl) o REVISION 4 c z 4. DPArtsww: cNE= Of. 6/15/94 S3 R r . CONf1NUOU5 *JaZ 5-1/ 2" X C49NnNUOlJ5 51 / 2" X 51 / 2" X 1/ 4" 5-1 / 2" X 1/ 4" WELD fo EACH CONTINUOU5 ANGLE 51 / 2" X 31 / 2" X 1/ 4" X 51m AN6". WELD t0 J015f. CONCRM BOND J015f. pU17t7LEWEU7 to DECK. 20"-0" W/ 11/ 16 HOLE5 52" O.C.1W. 4 3/ BEAM w"H mo 5/ 8" At 12" ON CENTER) WEL17 t0 EACH J015f top' OF BEAM 15' -10" 50s CONTINUOUS 5/ 8" EXFlAN510N PMf INFO BLOCK. BEAM 15 Mft 9" X 5" X 5/ 8" BEMNG PLATE WITH 1WO 1/ 21' X 611 LW A V HOOK J015f BEARING 15' -61, ABOVE W12 X 26 5 M BEAM. FINI5HED FLOOR CONCIMIE BOND BEAM WITH 1W0 *5'5 CON11NUOL15 51EEL J015f I 5' 5 At 52" 4" X 1011 X 1/ 2" PLAID Wt1H ON CENTER X-91 17GING 4" X 51' :% I/ 2" LEG. V" VERTICALLY WHERE t xmv f0 J015i AW BEAM. I EXImOR MlA 2-1 / 2" X 2-1/ 2" X 5/ 16,, CL r ANGLE. 5TEEL J015f - 5Y5em GONCRM BOND BEAM WITH 1WO 51/ 2" X 51/ 2" X 1/ 4" X 6" 5TEEL Mb2Z WITH 1W0 WELD t0 ANaX.1/ 2" EXPAN510N BOLL INFO BLOCK. BOLf5 fO BE Pl--,A I7 IN CEU.5 W/ VERTICAL IMINFORCING. 5's CONT1N0005 5/ 8" EXPAN51ON BLOtS INFER t0 SHEEfS a AND 55 FOR5fA1RT1NG LoiGA710N5 aZOW BW.DING A1YAC 17 f0 BOND BEAM. FOR V 5 AW IeINFORCWG. Al' 11' -6" ABOVE FIN15HW FLOOR J015f 51W Wlite NOW. FII.1. CORD5 501.I17 Af J015f 811 C M-OM W&L CONTINUOUS 51/ 2" X 51/ 2" N51ON LOCAft". 5M X 1/ 4" 5TEEL ANGLE. WELD 5fR Xltl . FRAMING PLM. NOi1:: f0 J015f. 5H1;Ef 55) am SOLID im BL4CK5 WHO BRIDGING ANCHOR5 AIM AITAC 7. 1/2" = 1'—D" DET-S10 1/2" = 1'-0" DEf-S06 1/7' 1'-(Y' DET-S07 3 1 JOIST/BEAM DETAIL 2 JOIST BEARING AT WALL/HIGH SIDE I DECK BRD'G AT REAR WALL FRONTSIMIILARWALL m: 8MR J015f. 1. f PeAm' c6 8.2 — 4 LOW SIDE V , o& 5. C-Qimm J015f J 015 f 2. WM t0 51W 55 for of 16' 3" A.F.F. I 311XS1'X I/ t" FOR LL CAM 11 11 x 1/ 4" Mat . L I I AM I I C000PEft*a top' of + 15 -1011 A.F FRAME SECTION o i i i rxacor 1.° fcraa r J fOP Of + 15' -1011 A.F.F. cn COLUMN O Co I I I I `oo 5' SiLlIca4m I I mt1 I I ( ONBAST; PLAID 11" X II" Co rn M X 1/ Z" WtTH FOUR 5/ 4" 611 X 811 I qty INC4 z I III c X16" J-BOL15 ON I" cp MAT n ja NON-5MNC GRL/YI . 11611 l Nae V w I t0 SPAN J015f5 o I 13" 13" A. F.F. 22° 48 TOP OF 1811 2'-3" 17-1 CONC" FIU.ED CORRLY 01:7 5Pptta. MAW BY GL. P", COLUMN ROOF FI/1fCH FIZAIWNG BY G.C.SIDE DET- S11 1/2 1 0 DEf-S37 3/8 1 0 ''' DET-S38 61 JOIST BEARING @ EXTERIOR COLUMN 5 ROOF HATCH FRAME OPENING 4 HVAC ROO " UPPORT FRAME W) coit it z^ 0 co j z FesVf Na O U ' dS Q 5 UZ' o a wo o W zr- WN Q uLL J 0uLL W Z Q ILL REVISION o O z 1. 09/15/94 2 3. 4. ownsmut 6/ 15/94 S4 LEGEND NOTE: Nom: LOCA11; Stu M5AfWn MM f NON FREEZE C00WINAle W TH LOG& ELI;L11 cx Fina I X I NDICW5 ROOF 0pmm H05E BIB UnWY COMPANY FOR y 2' -0" FROM E=fM AAMIZ LOCATM BIWANO C.ORWIZ PM FINISWD FLOOR TT T T T T T n XW5fAr 6WP wtA„flVor7F oUUf CNu J LJ wx R" wf CNJLJ 11 ® 99LUE "OUf NOTE: H.V A.C. CONT1ZAC1*01Z 1*0 MRMANEMY 51VAVOW PCH 015RGO NMEff OWN WIfP01.51 1 RTU # 1 RTU #2 RTU #3 RTU #4 RTU #5 NOTE: REFER f0 wAC 17E &5 WrA, L5 ON SHEEP M2 NOTE: Jmuze2 - 0' o Bl 0 FIN15 W FLOOR MARK BRAND MODEL HEAT INPUT COOLING CAP. UNIT M.C.A. ELECTRICAL REGUREMENT UTILITY RTU- 1 H TRANE WCD060C3 13.0/17.4 64,000 BTU 78.0/84.9 208/230/4r '6 - tt,, FLEQ. 1 RTU- 2H TRANE WCD060C3 13.0/17.4 64,000 BTU 78.0/84.9 208/230`/3, t 11. F .rELtC' s RTU- 3H TRANE WCD06QC3 13.0/17.4 64,000 BTU 78.0/84.9 208/230/3 ELEC. RTU- 4H 'TRANE WCD060C3 13.0/17.4 64,000 BTU 78.0/84.9 208/ / 4 Lt RTU- 5H TRANE WCD060C3 13.0/17.4 64,000 BTU 78.0/84.9 20 23 C ROOF TOP HEATING AND COOLING SCHEDULE - HEAT PUMP co Loco i rn M o 0 Oco U z V a z W O U co z c p o WM 0 L Zr W a_ Q z ULL J tZ IL LL p Q U t Z Z Q s N (n w REVISION Q d 1. 04/26/95 c z 4. Zmmc— 1 oPAFTSMw: OiECKED BY: 6/15/ 94 7q(YXJ FTM mI H GAS IN.Et ON FRONT OF LNIr 5EE SI-EE1' MI , FACfoRY MOLNTEn INWREt7 TRAN E UNIT t715CONNECt SWITCH NW - FACTORY MOLNTcC' 05CONNECT SWITCH FACTORY MOLI1TE17 LNWIM17 CONVENIENCE 01.91_ET MOLW FIRE5fAT IN5112eWfLIRN — FACTORY moue ;17 LNVVIREI7 GONVENIENdCE OLtfLEt LOCATED ON FRONT OF LNFf (6A5 INUf 51M) BLOWER SICTIDN AS PER blower MANL1FACMR' 5 5PECIFICATION5. CON12U f0 KNOCK COLNMR FLA5HIN6 PY G.C. qas sect+a, 01.11' IN aW CONnEN5ATE MN ON BACK OF LNIf carrpresscr MECHANICAL ROOF CLW I CAWSTR1P FIDER Hutt SLPPORr\ MOLW'G T ANC kocrr for UNIT CANTFRAME6lALt-i.P ROOFING cam ON METAL HECK L ROOFING ANn IN5LLATION MArERIA1.5 13" mCK i 22" DECK OF-N;\G 3"x 3" x 1 / 4" AN=5 6" Mom 5MOICE nETECf0R 6" BELOW TLJE3J AJ Y MCK ON BACK OF RE1 M AIR. 5EE MANL1FACjWR'5 5MQFICAnON5. 12" r I z R/A /Coww MOLW Hutt 5EN5OR ON BACK OF TE 1. 5r S/A ROOF Reim AIR pwf 12" FROM RFII 1 AIR GRILLE. 5EE Of S 5PECIFICATION5, Nm: 4, 0" LOCATE J.NCTION BOX At HECK. IM COWW FROM J.NCTION BOX IF 46" LONG AIR ntxf coN>1zACfoR f0 STENCIL M OPENING Alm OUr M 51M OF CLW At n15CONNECr LOCATION. CO XACfO 3' j j l xj/ 4 " ANGLES 18"XI6" 5Li'PLY GRILLE ON MECNOL.GAI. CoNm ff ?>.1 cum PR vim BY aw MANI.FAGT m, PREINSmat2 M IZ N M IC.& Wt1'H nIFFU5ER Milk1d ... n0 NOr PINCfW COMFM55OR PLATE IN51M LNtr.., C V A1aCNtLNtDEr-M021/2"=1'-0" 1/2"=1'-0" DE r-M01 2 VIEW OF ROOF TOP UNIT -. " RTU " am-2000 11 ROOF .CURB DETAIL CONnENSATE PRAM INLET } THE EQUIPMENT AND MATERIALS FOR THIS PROJECT HAVE BEEN SPECIFICALLY SELECTED j IS APPLICATION. FOUND IN THEFOR CKAGE AREEWACACONTRACTORTHE2" t71AMEtER 90' 9mEP RAN COAX CMLE T16W TO AUTOZONE. Al 1TOZONE FURNISHES TO THEMSUNIQUECONTRACTORTRANEHVAC PACKAGE FOR INSTALLATION, START-UP AND SYSTEM VERIFICATION. AAOLWC4 fO HECK. Fi?AME . THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE SYSTEM THAT CONFORMS TO THE PLANS AND SPECIFICATIONS. A COMPLETE SET OF WORKING r DRAWINGS, SUBMITALS, MAINTENANCE, MANUALS, ETC. MUST BE SUBMITTED TO THE nEQC OWNER/OPERATOR PRIOR TO PROCEDING WITH ANY CHANGES OR MODIFICATIONS. CANT STR1P 5AJt; L1'1'E COAX ALL CLAIMS SUBJECT TO INSPECTION AND APPROVAL BY FACTORY CUSTOMER ASSURANCE SECTION CAVLI! f0 DEPARTMENT AND WILL BE DEBITED BACK TO DEALER IF REJECTED. THE TRANE HVAC MANAaIZ'5 PACKAGE WILL BE BILLED DIRECTLY TO AUTOZONE. THIS DOES NOT RELIEVE THE HVAC nE5K Vy CgW15, CONTRACTOR OF HIS RESPONSIBILJTES DESCRIBED ABOVE AND IN THE SPECIFICATIONS. FOR COMPLETE INFORMATION ON TRANE FURNISHED EQUIPMENT PACKAGE, CONTACT1'-10 1 /Z' LOCATE 2" PIA AMIZ CONn K IN ROOF CUB BILL McWATTERS AT (901) 345-6000, MEMPHIS, TENNESSEE. condensate side) 1137-N MECHANICAL NOTES: 13"A 22" . " I/1 AETER2PA1. CONTRACTOR IS TO VERIFY BRAND, MANUFACTURER'S MODEL NUMBER, AND ALL r LOCATEn UTILITY REQUREMENTS PRIOR TO ANY ORDERING OR INSTALLATION RELATED TO THE OILY ON OW LNtr R T U I R M. MECHANICAL UNITS. 2. CONTRACTOR SHALL SUPPLY START-UP TECHNICAL DATA TO OWNER AT TIME INFERf0MI_I?L•Al\I ALL FOR LOCATIiJN)r;- JOF PUNCHLIST BLOWER MOTORS TO BE WIRED FOR HIGH SPEED. R/ A S/A __ , '_ l' '> A -F'IRESTATS, SMOKE DETECTORS, DUCT SENSORS, AND REMOTE THERMOSTATS TO BE UISTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PLAN VIEW - 1/ 2"=1'-0" n ' tC'"T"r l '`0" NTS—M01 SATELLITE STUB OUT AT. R NOTES CURB13"1 I-iVAC Nom: I'1 ovivE wAff5 5em5 5i-im Amowee5 Af ROOF C i I7EfAq. 2 A A, QACK-U.051NG V&VI;5 VffRe AMICAU. 3" VFW Pre Iz01.L LEAD FLA5MNG 51Ef M3) 5Ef LEAD FLAPIG III nowN INfO i'Il'EINMA5X, PRIAC LW.CK VALVE IMIN FLANGE BEFOM fO MOP 51NK fo M WALL 51MTM PROVIEV fm li 3/ 4,1 FROM NON-I E21= 1W WEAA, MN,N05E 00 E , I 411 fO 5ANITARY ONLY WIC AU.OWEn WATER AAM MOVIFIEl7 DMIWN 5MR 5EE 5tT I 6YL0CAL Com. VAGIJJM r2ELIEF MOnIFlen PIAW1EN MEMW*X W1iN FLAN H/2" V+ l FLASMNG 51W OF'floNN. 5LWACING vrw I j OR COMING 4 ( I 'y—fAXOFF VALVE5 E E i ,C j T p, EANOUf ` VX' 51NK HOf $ GOI.n aweI 1 X. CAP l. l;CTt21G wA1 fZ C SEE nEfA1L 4 ' I iE51zEfW) y E wC LAv. I v, I I.EC1w WAfm 5INGLE PolNf LAV, AV' I/ T' 2 IA1EI WtM OF ENi1N - WA1E GALVANREn i ! 2" I VOW 2 X2 X6 CUf-0 P PROM 11 nIZNN PAN 2GAI.VANIMn 10 w0 MLcm 3/ } EI?/11N 1'AN Aca551700R. IZOM IN5LLAnON 3/ 4" f0 FIZOPIf rom 1'1.Y mLf-W m 0m CUM OUf RooFNG 5Y51EM HNON-Ff O METAL GEQC L IN= aw z OIX AIN MMOifNO` 1319 I FOLWAN I lNK FOLNfAIN W-01. a;MENf5 NM: MOVII7E R.P. PACKMZW TOWNIE (WAf15 5eM5) raE VhfteaJIMn 9Y LOC.& COM5. PIPE IXNN fO MOP 5WC t1rJZMINM PMN MOVE FLOM IaM OF 51M M5fA L RFAP. 1- 1/Y = 1'-0" DET-P01 1/16" = 1'-0" A5 nQa 0W DYOOVEtaNG A MOIatY DET-P02L 2 VENT STACK DETAIL I PLUMBING WASTE/VENT RISER -- PLUMBING WATER RISER TO SCALE PAVING OR GIZAI7E LINE C 5EE 511E i LMD -7 aZAIX CLEANM Eft wmmlel 5-- w1111I- II II Ir Ii II III I1= : I I I, ; l '' . I IJ I I„ 41-r ,L, 3'-.T 2 11' WFU fO 5CMMA11G FOR WAM M (MINIMl.1M 4") r . - " ' ~• GENEKAL f OIVtTtf+Ct01Z r L— ;, fo PROM 9pac FLOW'' ma i. 1 i•:al 4 /vimdr a 1 / 2" = 1'-0" DET—P03 3/16" =-jn. PLN—P02L 41 GRADE CLEANOUT 31 RES . ,OCR?i,, PLAN oco 11) I I M M a, c 0= U Y O U ' 00 w Z N o wC> OC> U) J Zr r- III c 0 4 zp w U)_ oo[ X Yo41Z Z C 4m D p C Z MFIEVISION2x cV 4. olon ev 15/ 94 M3 SECTION 1501 BASIC PLUMBING D. Domestic Water Wrought copper, 95/5 tin/ D. Install vent piping with each bend 45 degrees minimum from ` 1. Work Included: inside bldg. above grade) antimony solder. horizontal where structural conditions will permit. E. Condensate Plastic PVC, solvent weld. E. Do not allow copper piping to make direct contact with E A. Sanitary drainage and vent system piping. concrete or dissimilar metals. B. Hot and cold domestic water system piping and condensate F. Condensate Plastic PVC, solvent weld. F. Where water piping penetrates floor or walls, accurately piping. place nonmetallic sleeves of proper sizes to accommodate C. Pipe supports and insulation. G. Natural Gas 2 and Under - Threaded, pipe and insulation. After installation, completely seal D. Valves and cocks. Over 2" - Welded. all penetrations. E. Utility company costs, fees and charges for gas and water G. Provide clearance for installation of insulation and for service to project, including setting meters. access to valves, drains and unions. F. All existing drain and sewer lines are to be cleaned from H. Install piping to allow for expansion and contraction with- tie-in back to tap at main. 4. Pipe Insulation: out stressing pipe or equipment connected. I. Slope water piping 1" in 40 feet and arrange to drain at low NOTE: Refundable deposits required for permanent service A. Cold Water Piping: Fiberglass, heavy density, points. will be paid by Owner. sectional, 1/2" thick with factory 2 Pipe: p applied vapor barrier jacket. 7, Buried Pipe Installation: B. Hot Water Piping: a. Above grade - same as cold water piping. A. Provide 18" minimum earth cover for exterior water piping. SERVICE MATERIALS b. Buried -Closed cell foam rubber, 3/8" thick, - B. Provide earth cover as required b local code where frostqy suitable depth exceeds 18". A. Soil, Waste & Vent ASTM D2665 PVC-0WV with C. C forfor underground use. Closed cell foam rubber, 1" thick. C. Install waste lines at 1% slope minimum unless indicatedp inside bldg.) NSF Seal. Perm rating 0.1 maximum. Apply to D. otherwise in Drawings. Install same type piping material specified for inside B. Soil & Waste ASTM 03034 PVC. suction lines only. buildingto 5 feet outside of building. g outside bldg.) D. Condensate: Same as cold water piping whenppg E. Coat uninsulated underground piping with asphaltum. paint. located indoors. Prevent from back -filling damage. C. Domestic Water ASTM B88 Type K copper E. Apply insulation to with manufacturer's clean, dry surfaces only, in accordance printed instruction. use no staples. p F. Install underground piping with full and even bearing. g p p g g. under slabs on grade) p G. Provide protective coating to non -galvanized and uncoatedF. Apply insulation continuously through hangers, sleeves, steel piping. D. Domestic Water ASTM B88, Type L" copper, G. openings and around Insulate all water fittings, valves and unions. piping except buried cold water. inside bldg. above grade) hard drawn. H. All water lines on worm side of insulation. 8. PLUMBING FIXTURES: E. Domestic Water Main ASTM B88, Type "K" copper to within 5' of bldg.) 5. Valves and Cocks: A. P-1, Handicap Toilet: American Standard Watersaver - 2108.408 with supply fittings, F. Refrigerant ACR Copper. A. Acceptable 1. Crane vitreous chino, floor mounted, wall Manufacturers: 2. Jenkins outlet, close -coupled, siphon jet, G. Condensate PVC 3. Lunkenheimer closet combination with 18: high inside bldg.) 4. Nibco-Scott elongated bowl, hold down device 5. Nordstrom and bolt caps, has shelf -top tank H. Condensate PVC B. Provide valves suitable to connect to adjoining piping as with flush valve unit, complete outside bldg.) specified for pipe joints. Use pipe size valves. with anti -siphon float valve. C. Thread pipe sizes 2 inches and smaller. B. P-2, Handicap Lavatory: American standard, wheelchair - I. Natural Gas ASTM A120, Schedule 40, Black D. Flange pipe size larger than 2". 9141.011 - vitreous china, punched Steel. E. Solder or screw to solder adaptors for copper tubing. for center set fitting, for con- F. Install valves with stems upright or horizontal, not cealed arm carrier support, with J. Natural Gas ASTM A120, Schedule 40, Black inverted. the following; 2103.786 center set buried steel with factory G. Install gate valves for shutoff and to isolate equipment. fitting with spray and 4" wrist applied protective coating. H. Provide plug cocks for gas service at entry to building and action handles, cast grid strainer equipment. with 1 1/4" offset drain assembly, 3. Joints and Couplings: I. Provide drain valve at main shut-off valve and equipment. 1 1/4" X 1 1/4" cast brass 'P" Trap or equal. SERVICE MATERIALS 6. Pipe Installation: C. P-3, Service Sink: Mustee,•- 63,- 24".X 24" X 10" floor A. Soil, Waste & Vent PVC, solvent weld per ASTM A. Install mounted, molded base with integral y6n1es'sinsidebldg.) D2855. piping concealed unless otherwise specifically sta •stce:rldrain, white, with approved by Architect. A ne,ican s,tandofc!"4t344-111 wal I i B. Soil & Waste PVC, solvent weld: over B. provide uniform pitch of 1/4" per foot for horizontal waste maun^'d,'fittino-wi'!h brace, bucket 4 bell and flexible and soil piping within building unless noted otherwise onppgg hook ;vacuum brake'r and five foot alastomeric rings. Drawings. hds6" C. Domestic Water Wrought copper, brazed with C. Pitch bends for proper drainage. r`.,,rr • +- under slabs on grade) AWS-BUP-5 (14.5-15.5% sil) specifically permitted by Architect. i yc, 2 .;:. ,-J •.` { oco Wii N M C CS Z ' OCO U Z H i a O U ' c a Z U 0- N o WM 0 Z O z Q W UILLQ uULLW zWP IL U). W J 0 4 Q U ZsNto W REVISION W06/15/94 Z Z 3. 4. owlswit ef- 1579Z SPECS M4 SECTION 1501 BASIC PLUMING (CONT.) D. P-4, Electric Drinking Elkay EHSF-8 water cooler, wall Fountain: mounted. E. Electric Water A.O. Smith ELSF-10, 10 gal. capacity Heater: 120/240 single phase — 30 amp. max. single element, 4.6 G.P.H. at 90 degrees F., temperature set at 105 degrees F., with 3/4' anti —siphon relief valve on cold water line above water heater. F. Cleanout (Floor): Wade W-8130—AP, cast iron body with brass plug and round stainless steel secured access cover. G. Clean (Wall): Wade W-4850—R cast iron ferrule with brass plug and round stainless steel access cover. H. Cleanout (Grade): Wade W-8139—AF cost iron body, adjustable nickel brass top, brass plug and round secu.red scoriated cover. I. Floor Drain: Wade W-1102—STD-5, only when required by local code. J. Hydrant (Wall): Wade W8604L, 3/4' non freeze, with straight inlet connection and integral bockflow preventer. K. P-5, Urinal: (When American Standard Watersaver shown on plan) 6561.017 Trimbrook viteous china water saver siphon jet urinal, with 3/4' inlet spud, flushing rim, extended stall side, outlet connection threaded 2' inside, two 2) wall hangers. Fixture only. 9. INSTALLATION: A. Set fixtures square, plumb, rigidly secured in place in accordance with all manufacture's printed instructions. B. Install wall mounted fixtures with wall carriers to suit conditions and occupancy use. C. Provide chrome plated traps and tail pieces and escutcheons where exposed to view. D. Set water heater level with necessary unions and space for servicing. Provide full size pipe from T & P Valve to drain. E. Lubricate Cleanout plugs with mixture of graphite and lin— seed oil. After grade pads have been poured and prior to final inspection, remove Cleanout plugs, relubricate and reinstall using enough force to ensure a permanent, leak— proof joint. 10. Submittals: A. Plumbing contractor to supply plumbing submittals to the owner prior to installation. SECTION 1505. BASIC HEATING, VENTILATING AND AIR CONDITIONING 1. Furnished By Owner: A. Package roof mounted heating/cooling units: B. Roof Curbs C. Duct package and grilles. D. Thermostats E. Firestots 2. Installation: A. Contractor shall be responsible for all permits. B. Contractor shall coordinate roof openings and framing for equipment. Roof opening shall be for penetrations only. 39 3/8' x 48', see plans. C. Maintain roof curbs directly to decking with screws. D. Set rooftop equipment level and square'on curb and provide watertight seal for ductwork and utility services. E. Contractor to install economizers and smoke detectors if required by local code. (Furnished by owner.) F. Test system for refrigerant leaks after installation and repair all leaks to place system in operation. G. Shut down refrigerant system if start up and testing occurs in winter. Repeat startup and testing at beginning of first cooling season. H. Thoroughly clean units and replace filters prior to final inspection. I. Thermostat settings: Summer — 72 degrees F. Winter — 68 degrees F. J. Contractor is responsible for first year labor warranty on oil equipment. K. Blower motors to be wired for high speed. all equipment. 3. Fans and Ventilation: Owner Furnished Contractor Installed A. Ceiling Fan: Furnished by owner — 56' diameter w/3 blades and 9' downrod. Fan speed control to be solid state variable speed. One control for fan at panel board. Installed by the electrical contractor. 8. Toilet Exhaust Fan: Furnished by owner — 4.0 Sones-128V. 110CFM 4' dia. flexible metal duct through wall to No. 4C 388 cap. Install with housing anchored to ceiling structure. Grille with full perimeter contact to ceiling. Install ductwork per SMACNA requirements for low—pressure systems. Wall cap shall fit tightly with fill perimeter caulked watertight. Duct and 4. Trone Warranty: wall cap furnished by HVAC Contractor A. Compressors: Five (5) years on compressor. Labor on compressor replacement covered for 60 days. Flat rate of 75.00 is paid. B. Heat Exchangers: Five (5) years. Labor covered for replacement for 60 days. Flat rate of $1.60.00 to be paid. C. Leaks in Coils Flat rate of $55.00 paid for and Tubes: replacement 60 days from start—up. D. Freight: Trone pays freight. / E. Delivery: Guarantee delivery within four (4) t\ weeks of receipt of purchcse order. 3 S N N o 0 o: o: Z^ O 00 UZ 0 N NCL O U-' 03 a ZCS V% o WW.) 0 Z O Q Z Uw LL Q U LLL CLZ ' U)_ V J QLLO 11Z Z U W REVISION Z Z c 12/27/94 z. 01 /09/95 3. 02/09/95 4. NECKED 9Y: 15/94 SPECS M5 at I" COWN FROM ALARM PAID., 5i18 LP 2" Af MANAGER' 5 PM I" coww FOR a.FMI POWER FROM PAIN. "A" f0 HAiV PAWf5 COLMIX 5flB IF 2". Pia0M f0 SLAB. OO I" CoNmr FoR myPOWERFROMPAM 'IN' f0 Kw PARTS COINII;R. 50 IF 2". PROVt7E 4" x h" J-90f( fm f0 SLAB. OIL 2" C WW FROM Rm BOARD, 5 W IF 2" Af MANAaR'5 t7 % Q In www FOR my POW FROM Ma "A" f0 ALTERNAfoR itm 5f IM. 5118IF 2", PROVR7E 4" x 4" J-" fi rf0 %v. NOM: REFER ro SLAB PLAN, 5WZ-f 51.1 AW fO COUNTER WlIZING PLAN FEET E2, FOR IN SLAB POWER tZEQUmMENf5 AM7 LOCATIONS. 4" PIAMEII;R P.V C. COIJ91 W11190 MM SWW ATVOI EN9. "IF 2" AOM SLAB, ITM f0 COUVa Wtl]Nb PLAN. fY1'IC/U.) - FOLK CIRCLA 5 FOR BATTI:RYL}-OR21 S, REFER TO DETAIL 3 51-EEr E-4 ReOURE5 FOUZ 51MPLEX OUTLETS, FOR D15PLAY M e FLEX CONWCr TO CIRCUf 2) Af 4- 60" AF F. CONNECTION. C 1Yf'.) LOCATE IMIN05 M5 A-18. SEE 5HEEr E5 MAT .AT + 50" A.F.P. ABOVE ELEC. PALL CIR1CUf5 #20, #22, #26, #3466'-0" 5'-9" 18'-6" PANEL "A" < < a REFER TD S EEr E5 FOR MOM FAN TO BOfrOM OF J015r CHOW. V-6" V-6" PANEL VieB" ALARM / PHONE C1,05ET SWITCH Ar WALL + 54" A.F.F. TIT Mom 21, CONDUr FOR LNMSERVIGERaVMiONE W1'Em tZ 4uml:7. 162` A-19 I ( I A-30 6" I i9' A- 4 A 2 0 I '-/ A-18 l k 310 WATER HEATIsR v v • I I ; A-24 ABOVE fOILEf5 A-!32 i I M PROVIDE EMPTY J-BOX IN A 28.33 - CENTER OF EACH TOILET T CELING 1/ 2" I!W LP TO DECK-luo IOUf. I / B_t.3.5 / BRAKE IATHII 2X4 J-BOX W/ GOVER32WP / /+ 3 yyp I I I 32 WP I A- 6 3/4"C. / c ^ _ r c I B-7;9,11 c B-8 10 12 c c) ! - 41 WAi IZ. B 2.4.6 I B 1 16.18 r ni ivi '1 Iv'il n ini ini AI ini Al ini ". GOM UtfTO4X4J-BOX c .1 D c 3/4"' , c 3 c 3/4 •C. r 3/4 r J c .3 l ER flair fo Pea A-30 I I I 3/4 C. W/ Ca jPRTU # , A-5.41,42 RTU 2 RTU #3 RTU 4 RTU #5 6' 55'46" W %Ml* N .1 WR ICON POMR MAN POWER SCHEDULE NOT: I / I. REFER TO SITE PLAN, / FOR 5M L16WMID I. PYLON 516 N CIla=5. SYM DESCRIPTION MANUFACTURER REMARKS t CEILING FAN BYRNHED BYOWNER FACTORY WHITE ENAMEL FINISH MOUNT TO BOTTOM OF JOIST REFER TO PLAN FOR LOCATION 2. ELECIRICJ I. CONtiULfoR 1 5PON5BLi FOR- FM COIJ CM6 FOR NEON W PYLON EXHAUST- FAN- — RECESSED BROAN # 676 FURNISHED BY OWNER ' INSTALLED BY HVAC CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR-4"" DUCT — -VENT— THROUGH FLOOR OUT WALL. SEE ELEVATIONS N5. mm f0 SEEf f 1. I. S. IMFER TO ROOF FRAMING PLAN JUNCTION BOX FURNISHED BY G.C. CREFER TO PLAN FOR LOCATIONS AND NOTES fEf 53 FOR LOCATION OF ROOF TOP LNIf5. JUNCTION BOX WITH 6'- 0" FLEX CONDUIT FURNISHED BY G.C. J- BOX AT FLOOR LEVEL - FLEX CONDUIT TO BE SET UNDER DISPLAY FIXTURES. DUPLEX RECEPTACLE MOUNTED TO BASE PLATE. WP G.F.I.OUTLET ALARM: DEER TO WAL 2 %ft-r E5 FOR LOCATION OF EMPTY 2X4 J0095 AT FLOOR LEVEL, AT + 4'-6" AFF. AND AT + 8' -O" A.F.F. WITH COVERS. 1/ 2" C,ONIW WtiN 41 1X4" JUNCTION BOX WITH COVER flair f0 DECK. POWER SCHEDULE.. ,- SYM DESCRIPTION MANUFACTURER fs-''_REMS DUPLEX RECEPTACLE FURNISHED REFER .-ro - A j' f;OR LOCATIONS4D WEATHERPROOF- FURNISHED— REFEF'. TO P CO • NS s WP DUPLEXRECEPTACLEBYG.C. THERMOSTAT FURNISHED SEE.FLAN FO L ATIONS.,AND MOUNTING BY G. C. HEIGHT, INFOR N.,,rSEE A14 do A15. r HVAC DISCONNECT FURNISHE 000 F C, S ECIFICATIONS BY G. C. t' 3 co I I o 0 O co U O P N O U ' co a z CL U) o WM M w zF Wr QE i z ALLu- J Q s NN w O CL REVISION 4 M 1, 10/07/94 N M c 2 3. ARM 4. cT. CHICKM W. 6/15/ 94 El R ac cl M SYM I DESCRIPTION MANUFACTURER Q I JUNCTION BOX I FURNISHED BY G.C. REMARKS 21 FRONT AUI GENERAL CONTRACTOR RESPONSIBLE FOR ALL WIRING, CONDUIT, 23 AUTOZONE, AND FINAL TRANSFORMER CONNECTIONS FOR THE PRIMARY 25 SIDE AUTO' SERVICE TO THE NEON SIGNS AND PRIMARY WIRING, CONDUIT AND FINAL CONNECTIONS TO THE PYLON SIGN. 27 SIDE 0, SECONDARY WIRING, CONDUIT, AND 29 R AL TC CONNECTIONS BY OTHERS. (N.I.C.) 31 SPA r"): o CIO' i i N N pk:%l,A g c 8- Z. 00 r Vf I-' S N d Z W 0 U dS Z C9 0a Win Q zF i Z I w M Z uQ u. . J mo W 08 o s c vN 4.. lzO I z REVISION 4 L Q RIPE- .' I-- ' 500 ANGLE - 6/15/94 o I PE , r- IEI IP C LOGO Ele I i 7 R MAX LEGEND t0 DEDICATED SIMPLEX OUTLET (NEMA #5-20 ORANGE -CLEAN POWER) WITH INDEP. GROUND, FLOOR MOUNTED BOX TO PANEL "A" CKT.#41. O2 DEDICATED SIMPLEX OUTLET (NEMA #5-20 ORANGE -CLEAN POWER) WITH INDEP. GROUND, FLOOR MOUNTED BOX TO PANEL "A" CKT. #35. O3 DEDICATED SIMPLEX OUTLET (NEMA #5-20 ORANGE -CLEAN POWER) WITH INDEP. GROUND, FLOOR MOUNTED BOX TO PANEL "A" CKT. #35. O4 DEDICATED QUADPLEX OUTLET (NEMA #5-20 ORANGE -CLEAN POWER) WITH INDEP. GROUND, FLOOR MOUNTED BOX TO PANEL "A" CKT. #42. OS STANDARD DUPLEX OUTLET (DIRTY POWER) FLOOR MOUNTED BOX TO PANEL "A" CKT. #30. STANDARD QUADPLEX OUTLET (DIRTY POWER) FLOOR MOUNTED BOX TO PANEL "A' CKT. #30. Q7 (2) ONE INCH CONDUITS, ONE FOR CLEAN POWER, ONE FOR DIRTY POWER. STUB UP 2" ABOVE SLAB. WITH 4X4 JUNCTION BOXES TIGHT TO SLAB FOR EACH CONDUIT. TWO INCH CONDUIT FOR PHONE. STUB UP 2' ABOVE SLAB AT MANAGER'S DESK. SEE SHEET S1. 09 ONE INCH CONDUIT FOR ALARM. STUB UP 2' ABOVE SLAB AT MANAGER'S DESK. SEE SHEET Si. - Q STANDARD PHONE SYMBOL. ELEVEN REQUIRED„ 7 AT H.P. COUNTERS; 3 AT REG. COUNTER; i AT MGR.'S DESK. tt 4' PVC CONDUIT WITH 90- ANGLE SWEEPS AT BOTH ENDS TO TWO INCH ABOVE FINISHED FLOOR. SEE DETAIL THIS SHEET. DATA CABLE -HARD PARTS COUNTERS -EIGHT EQUALLY SPACED PER COUNTER PLUS TWO SPARES AT END OF COUNTER W/12' COIL AT EACH LOCATION. Ig DATA CABLE -CHECKOUT COUNTER -FOUR EQUALLY SPACED PLUS ONE SPARE AT END OF COUNTER. STANDARD DUPLEX OUTLET (DIRTY POWER) FLOOR MOUNTED BOX TO PANEL "A" CKT. #28. STANDARD SIMPLEX OUTLET (DIRTY POWER) FLOOR MOUNTED BOX TO PANEL "A' CKT. #33. , 3/32" = V-0" r------1 I i J ONE END OF 25 RUNS OF DATA CABLE 8 PHONE WIRES IN r CONDUIT IN SLAB TO PHONE BOARD A' CKT 42 10 SEE NOTES: SEE ALARM/PHONE DETAIL I F; G; H; I; '. 4 12; 13. Qt_Y I i MANXGER I !JZ/ i r — — — i 9 ALARM WIRES IN 1" COND IN SLAB TO ALARM PANE CKT 'A' 30 TO ELECTRICAL PANEL "A' btu r 7 7 //j',itm012 10 i LIT /// J SEE ALARM/PHONE DETAIL / / j #9 11 2 CKT 'A" 35 tt i I tm #I CKT 'A" 35 COUNTER ELECTRIC -PHONE- DATA CABLE LAYOUT CKT 'A' 30 FINISHED FLOOR r PVC W/ 90 DEGREE SWEEP PVC IN SLAB CONDUIT DETAIL 10 ! l25\\ 2 022 t 123 j 21 020 tm 19 CKT 'A" 41 12 TO ELECTRICAL PANEL "A" NOTE: ELECTRICAN, REFER TO SHEET NUMBER S-1 FOR EXACT LOCATION OF ALL IN SLAB ELECTRICAL ELEMENTS. 12 GENERAL NOTES CKT "A' 28 CKT "A' 33 A. NEVER MIX "CLEAN' AND 'DIRTY POWER' IN ANY CONDUIT OR JUNCTION BOX. B. ALL WIRING ON FLOOR UNDER COUNTERS SHALL BE 1/2' DIAMETER FLEX/METAL C. RUN ALL CONDUITS, CABLES. PHONE LINES UNDER AND NOT THROUGH SHELF LEGS. D. NEVER ATTACH OUTLET BOXES OR FLEX. CONDUITS TO FLOOR. E. ELECTRICAL CONTRACTOR IS TO INSTALL TELEPHONE CONDUIT ONLY -PHONE UNES BY OTHERS. F. 25 RUNS OF DATA CABLE WILL BE REQUIRED, CABLE SUPPLIED BY AUTOZONE, INSTALLED BY ELEC. CONTRACTOR` BACK. FEED THRU 4' PVC CONDUIT BETWEEN COUNTERS. ALONG FLOOR- UNDER,ICOUNTERS_ G. DATA CABLE LOCATIONS,.INCICATEU"Oft 'PLAN & REQUIRE 12'-0' ROLLED EXCESS AT EACH POINT. d E r H. WIRE TIE ALL DATA CABLE•` RUMS "FROM. ONE,' POINT TO THE NEXT. I. LABEL 01 - #25 AND WIRE 31E EACH CABLE INDIVIDUALLY AT BOTH ENDS AND TEST FOR CONTINUITY. a J. REFER TO SHEET S1. COED , r , . TICNS IN SLAB. K. PHONE LINES RU OOSE..ON ' 14 ' 6M; "J' BOX TO PHONE LOCATION. L ALL CIRCUITS 0 R 10&, RUN SH BE #10,AWG. r-,a IS n PLN-EO1A r re sco i 0n ul) N N o 0 c: c: 8 Z' ODo UZ N a 0 U ' co a Z C> W 0 LLJ z LLI Q U) LL Iz z o 0 LL LL V LU s cv Z O U REVISION N 2 Z i c4. Miwk Ofne er: 6/15/94 7ql . ,fT E2 NOt: • i PEIZtO-\,,-------------------------- OVER HP.ONLY - FOR Ejq?ap CENTER FLUOR. W15MXMOI.MV 6-0" FLI.M5CENf5 very OF BETWEEN JOI TS f 6w f0 t30ffOM OF J015f CHOW. NAI371'ARfS I REFER fO MAIL 2 5Wef M. ARM WaMNO LOCA1lON5 I wr 71 i I Ii vomoM OF I' wmr FD(M "p" fO W + 11' -6" IMOVEFIN15WP FLOOR (flrl'm) I FtZONf Eff 5104 EIS MOLML7 At W111-6 11 AVOW AI. FIM5wt.7 FLOOR fO lam OF FD(1w Nm: -/ IMFER t0 5OFFIf L7l: fAJL 9fZ-r Al l FOR LIA WA LOCAMON5 NL %/////, IWICAZ5 NZW LIaT CIRCW REFER f0 rAff.L. 5atp LE r— IM71CA11;5 OR= REFER f0 M EL 5Cwp" ON CONIDI r 1 W 1*0 Ma f0 J019f (11rPICAL) SYM DESCRIPTIONLuFLUORESCENT W A STRIP (8'-0") METAL HALIDE B LOW BAY Z o METAL HALIDE C RECESSED DOWNLIGHT INCANDESCENT J D WALL LIGHT - BATH SUPPLIED BY OWNER BY OWNER BY OWNER BY OWNER LAMPS MOUNTING F96T12SP35 HO/WM SEE PLAN FOR LOCATIONS MH175/C/U 11'-6' ABOVE FINISHED FLOOR TO RIM 175W SECURE TO SOFFIT FRAMING DELUX HPS AT CENTER LINE 75W SURFACE MOUNTED AT 130V A-19 CENTER LINE ABOVE MIRROR SYM DESCRIPTION.* METAL HALIDE -' E WALL PACK - EXTERN F EMERGENCY LIGHT G EXIT SIGN WITH G BATTERY BACKUP H METAL HALIDE WALL PACK - EXTE PAAFI_ 1Ig1 A" 141 LAMPS WNER• ',•LPMC 175MAL WAR EXIf 5M - %WALE MOUNMV Af BOMOM OF J05f AAOM t0P OF V' —0" L. MU=5CENf FD(lM5 lair ON CENTER OF JOIST I30ffOM B-36,38 MOUNTING BY .OWNER r;= INCLUDED- MOUNTED TO BOTTOM V . AWACD I€ l' C M 4-TIXTURE CHORD OF JOISTS - LUDED SEE PLAN FOR LOCATIONS THE FIXTURE AND MOUNTING INFORMATION 6'- FROM COPING. TOP M',Y75MAC I OF FIXTURE AT 4" BLOCK. SEE EXTERIOR ELEVATIONS. 24 co rn obi 8- O in u z H i N a Om U ' co w Z OCL Wo0 W_ Z w Q J ULL ZZ Q 0 iL L ZcvQ s cv to F- G J REVISION Q u1.03/07/95 IN2. x 4. OfUED ef. 6/15/94 E3 R U ----JLkXll0N BOX J015f5 - WI Af WM OF I.ICrfff i3N I F I.uom5C1:w io FIXfM 6m W15Tialf AffALi P fO t30ffOM OF J015f5. R N t'I:t IVNI710." f0 l.lA•1f MYM5 LLB GONTINJOU5 R N , bOFLN15W. MOLW 116W 7f0volToMOFJ015f -bo 3/32"=l'-Cr DET-E06 2 FLUORESCENT MOUNTING DETAIL t lt7i GONI7Uf MIL. sate WA I. W/ air. W. mmitroFlxmmm row mm I . FDC110 KICK FLAIE s* nA 24'-10' 10'- 0' 52'-0" LOCATE FLUORESCENT TUBES 47'-0' N0M: 0V6R N.P. ONLY-- 6-0'' F uow5aw5 MOLNmv f01N151tSm LN15101f5 MOINT V fzw f0 J015f Lt "5. DTAd m S fiGlLAiz f0 54 t30X V-7, N _ FIN5WL7 MOOR NM: ;Rmlz lafta I FORORASf0OMiMOFMG6' r,x' coNw Iwn Df1 sI m I-6t mm SYM II DESCRIPTION APM FINI5Wt7 FLOM. NOf>;: AVOIt7 FIXfW ( 1wrA) C FLUORESCENT STRIP 51YPOM W/ JLWTION 130X. A DET-E05 1/ 9' = 1'-0" OB METAL HALIDE LOWBAY 3 RECEPTICAL DET./ SUPPLY FIXTURES I LIGHTING LOCATIONS OVER HARD PARTS 9'-f I t0 9'- Y s M 00 I IEN N N M M o 0 c: o: Z r. 0 Hrn N N d Z W O U c a Z 2C> WM W Z Wr Q Cn uLL J Q ZpLLI LL() C O' t QZsC4to S J REVISION p O Z I, 03/ 07/ 95 z c 4. DRAFTSW: Tb6/15/ 94 E4 n 1/2 cowurro I CELIWA Pea IUa`l lOUrArPARJOIN Rail LF DOOR h T NOTE: PLAN INDICATES INSTALLATION OF ALARM/PHONE EQUIPMENT. G.C. TO • CONTACT ARCHITECT OR FIELD PROJECT MANAGER WITH ANY DEVIATIONS. REFER fO PLAN5 NOTE: FOR LEFT NWT OR Mair NAND CHAIN 3/ 4" &ARM CONDLI1f5 U' & MOUNT A I, nLE= OUTL T5 IN 5H&I.0W 2" X 4" HANnY PDXF.5. GUAW. T"V OLtrAf NEARE5f J015f, -\ 5W DOWN fO EDGE OF 60A W. 3/ 8" OFF5Ef FROM 00A W - V 4" FLEX 6Y ALARM G0NfIX'r0R FROM Still 1/ 2" Colour DOWN Ar ED2 OF 80AI37 16" X 16" ALARM 2' W/COVER 8" A.F.F. I I Wa55 COW" 1/ 4" Off -\ 11 I FWI W MOM 15" W X 15"P X 24'-L. VL40 C OUr--„r G 5Mr0%.A0FILM FOR MAL L-----1/2"CaVW Y V P.= oUrLOCAMON. 1"= 1'-O" DET-E19R 2 1 OVERHEAD DOOR ALARM REQUIREMENTS , WIER ro R."PCR 1 cnoN or P" 9AWG. 1/ 2" COP" fO airmomimr aimmaim-"". II S' 50W MOWN Mr. II J, 90fC MOLNTEI7 AfrGP GF FL/M 6" ADM POOR II 9rAW ALZWI it FEM511a/w ° paK II II i 2"X411 J-eox II s/f1 DMP POOR pl nwlra Ve oN LArcH sM M*Jx FLU 54" 4 Orr I'U 651 ROOtt 11N0 RJ31X FOR PHOW5 6Y offR5 5LJZFACE MOLNMV 17f.PLEX omen ON CI1UJf FOR — rrm 5rfzVa. CRT # 37 nEMWacATION row BY 1ELEPHm CO. - 5O 7 A5GCREOURE5l 21..611 A( f NOTE- OZ. fO VERIFY LOCATION of LOCAL mm CO. EQIAPMEw W11H 5LPmr-R. 3/ 4" m1moOD fo BLOCK WALL, REFER TO FLOOR PLAN FOR LOCATION. I 9 1 6'-0' Ini owww. 5 I PHONE I I 5Y51EM I LOCAL b IPH 1 LaQLDi j C4 II V- 5' III 2'-1" REFER fo Ttt 5tm mAs FOR IHE LOCATION OF LNDERGROLND PHONE 5ERVa BY LOCAL ll Om COMPANY. 2" PHONE COM7l.Jff fO 1ERN Att; 241- A9CJV7; FINI%VP FLOOR. DET- E20R 1/2"=1'-0" 3 1 MAN DOOR ALARM REQUIREMENTS I I I ALARM/PHONE BOARD REQUIREMENTS V-3 1/f 1/ 2" P01M:R CONDUif TO DUPLEX OUTLETS DEDICAl?V FOR ALARM 5Y511:M CRT # 39 2 - t7l. ux OUTLETS 5LJZFAa MOLNMV, FOR 1RANSFORMER ENQ C9JM Kits. 5EE PAIL 5CwDlLE FOR KARM CIRCUIT. b Lo CN cli in M Z^ 0 U Z D Imo- Uc O U ' C6 C ZC 2 C co LLJ C orn 3/ 4" FLEX PY so: co ALWZM CONtmfOR 5URFACE MOWTV. Z r n Q J H Lu 0 l71. ux ouuf CRT # u. W 30 Z ZO LOCA11ON OF Its D- 00NfR01.5 IF REQUIRED, PROVIDE N `r N s Aou u- r W1RE f0 t7E51GNAtED Q CIRCX. 5EE PALL Q I 5CKPLU:, 5WACE MOLNMP DLrLEX oLnz- r CRT # 30 REVISION p 02/28/ 95 O 2. I" P. V.C. COWLK (A1.AlZM) LNDER 5LAV f0 , MANAaR' 5 M5K, 1WO (2) M W1RE5 FoR C, oNpw. 5EE5w-r5 EI AND 51 FOR LOCATIONS. , / r cw 2" P. V.C. CONaK (PHOTO LNDER 5U18 f0 ` r MMIAaR' 5 DE5K. 1WO (2) MU WINS FOR GONnK 5EE %tef5 N AND 51 FOR ; ' •'r':"r: r LOCAt10N5, r. R Coi. 3 15/94- a tS3 N 1' CONDUIT N LnN TURN OUT AT ROOF DECK BY G.C. 1 rn 7 II z O U I z Lr SINGLE GANG BACK BOX N Z _ Z O ujBYG.C. U WALL co STOREFRONT PILASTER 527AFF cr) 0- a w o FINISHED FLOOR W W zr- Q J-BOX/KEYPAD PLACEMENT AT PILASTER -ELEVATION C4 J Q E. ULL Q z LL Q HARD PARTS AREA/ O 0 LL r II MANAGER'S DESK N qI I I s cv to FURR OUT FACE OF PILASTER WITH 2-1/f METAL STUD QAND1/2' SHEETROCK. BY C.C. REVISIONi'•_' Ilr'j •{ M 7( 11' CONDUIT STUB UP AND TURN OUT AT ROOF DECK WITH PULL WIRE. STUB DOWN TO SINGLE GANG BACK t' ' + BOX MOUNTED AT 5fAFF, CENTERED gul9lw: ON PILASTER FACE. BY G.C. STOREFRONT v 6 r N LEFT FR N T - LEFT HAND NARROW E5* I KEYPAD L CEMENT - LEFT HAND NARROW VOLTS: 120/208V MOUNTED: FLUSH PHASE: 30 PANEL A BUSSING: 200 AMP WIRE: 4W FEEDER: SEE RISER 200/3 MAIN BKR. AIC RATING: 10,000 AIC LOAD A B C BKR CK CK BKR A B C LOAD FLUORESCENT LIGHTS 1476 20/1 1 1 1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 141 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 1421 20/1 1 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1722 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1230 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1722 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 984 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1476 1476 FLUORESCENT LIGHTS FLUORESCENT LIGHTS 1722 1800 COUNTER LIGHTS PYLON SIGN 1.2 1512 1402 RESTRM FANS EDF NEON j 2 1680 720 1 BATTERY NEON 1.21 1680 720 1 BATTERY NEON 1.2 1680 30/1 2000 WATER HEATER NEON 1,2 1680 20/1 1 800 BATTERY NEON 1.2 1680 1500 ALTERNATOR NEON 1.2 1680 900 RECEP. DIRTY POWER NEON 1.2 1680 1512 RECEP. & FANS IMPACT WRENCH 800 800 BATTERY H.P. COUNTER 2.3 600 1680 BRAKE LATHE PHONE CKT 2.3 720 1736 NITE LIGHT ALARM CKT 2.3 720 150 TIME CLOCK H.P. COUNTER 9 1 600 540 CO. CNTR & MRG. LIGHTING TOTAL 9222 8034 7824 4428 4998 2706 LIGHTING TOTAL OUTLET & EOUIP. TOTAL 720 1520 1200 1 1 4768 3170 1 6522 1 OUTLET & EOUIP. TOTAL PANEL TOTAL 1 9942 9554 9024 1 1 9196 8168 1 9228 1 PANEL TOTAL OTES: AO LIGHTING 13650 X 1.25 = 17063 MISC. 5488 TOTAL 22551/120V = 187.9A CONNECT TO CONTACTOR 2 LOCK -ON REQUIRED BO LIGHTING 13032 X 1.25 = 16290 MISC. 4690 TOTAL 20980/120V - 174.8AR 3 I.G. CIRCUIT CO LIGHTING 10530 X 1.25 = 13163 MISC. 7722 TOTAL 20885/120V - 174.OA 4SEE SECURITY DIAGRAMII 400/3 MAIN BKR PANEL - B AIC RATING' 10 000 AIC l ( VOLTS: 208 V. PHASE: 30 WIRE: 3W MOUNTED: FLUSH BUSSING: 400 AMPS FEEDER: SEE RISER S 0 0000 I I N N M m m 8 Z^ 0 - co u z 0 vi N a Z w 0 U W 0o a Z g C9 a U) UJ " 0 LOAD A B C BKR CK CK BKR A B C LOAD RTU-1 7716 80/3 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 80/3 7716 RTU-2 7716 7716 7716 7716 RTU-3 7716 80/3 80/3 1 7716 RTU-4 7716 7716 7716 7716 SPACE 1 80/3 7716 RTU-5 7716 7716 20/2 1082 SITE LIGHTS 1,2 1082 20/2 1082 SITE LIGHTS 1'2 1082 20/2 1082 SITE LIGHTS 12 1082 20/2 1082 SITE LIGHTS 1,2 1082 20/2 1188 EXTERIOR LIGHTS 1 ' 2 1188 1 SPACE LIGHTING TOTAL 0 0 0 4434 3246 3352 1 LIGHTING TOTAL MOTOR TOTAL 1 13432 15432 15432 23148 23148I 23148 IMOTOR TOTAL F LZC" Q w PANEL TOTAL 1 15432 15432 15432 27582 26394 26500 IPANEL TOTAL NOTES: AP LIGHTING 4434 X 1.25 - 5543 + MOTOR 38580 = TOTAL 44123/120V - 367.7A 1 CONNECT TO CONTACTOR BO LIGHTING 3246 X 1.25 = 4058 + MOTOR 38580 = TOTAL 42638/120V = 355.3A 2 LOCK -ON REOUIRED 3 I.G. CIRCUIT CO LIGHTING 3352 X 1.25 = 4190 + MOTOR 38580 = TOTAL 42770/120V = 356.4A LOAD TABULATION TOTAL LOAD AO PANEL "A"= 187.9A + PANEL "B"= 367.7 A. TOTAL = 555.6 A TOTAL LOAD BO PANEL "A"= 174.8A + PANEL "B"= 355.3 A, TOTAL = 530.1 A TOTAL LOAD CO PANEL "A"= 174.OA + PANEL "B"= 356.4 A. TOTAL = 530.4 A NOTE: STORES W/ HEATPUMPS CHANGE HARE SIZE TO ROOF TOP UNITS TO 3-#4 AND SERVICE SIZE LARGEST PHASE - 555.6A + 25% OF LARGEST MOTOR (.25 x 64.OA - 16.OA) = 571.6A /8 GND IN 1-1/4" C. Q = 4,- I 3- 500MCM & y3 GND IN 3" C. = J LOCATE THERMOSTATS , ` u- J ABOVE TIME CLOCKTOBUILDING &PYLON U AND CONTACTORS. TO SIGNS & NEON BAND CKTS. A - 17, 19. 21. 23. 0 2-350MCM PERPHASE & 4-3/0 & 6 GND IN 2-1/2" C. 5, 27, 29, 31 111 NEUTRAL IN 2 3" C. ppp®p 0 LL TO WEATHERHEAD WHERE 2:OVERHEAD SERVICE IS REQUIRED .11 Z V FUS D FUSED SWITCH PANEL PANEL FLOOR TO CEILING FURR. i N N (n FUSED AT 400 AMP J LOW PEAK FUSES OUT WALL FOR CONDUIT METER & C.T. ENCLOSURE 200/3 FUSED SWITCH "A" "B" aRPANEL Z PER POWER CO. REQUIREMENTS FUSED AT 200 AMP POLE BUILDING LLIGHTS.CKTS. 4 NEMA 3A) LOWPEAKFUSES gg 20. 22 24, 26, 28, 30. 32. A4, 36. 38 C. T. REVISION PAD MOUNTED TRANSFORMER WIREWAY OS Ot 95 WHERE REQUIRED) 2" C. TO PHONE PANEL-ELEC. CONTRACTOR 1. / / G TO FURNISH & INSTALL CONDUIT FOR PHONE I SERVICE ENTRANCE. COORDINATE W/LOCAL PANEL a 2. Z PHONE CO. NOEXPOSEDPHONELINESPERMITTEDONPROPERTY " A" 1 N W P 4. ARCHITECT: 4" PVC. 1" METER CONDUIT p2/0 GROUND, BOND TO GROUND ROD, ly Q 6 er: FOOTING STEEL, WATER PIPE, GAS PIPE 3', } 2-350MCM PER PHASE & PER LOCAL REQUIREMENTS r:= r 7 a NEUTRAL IN 2 3" C. SERVICE WIRE SIZED IN ACCORDANCE MATH ARTICLE 230-90 EXCEPTION #3 OF 1993 7N NATIONAL ELECTRIC CODE. WHERE LOCAL CODE HAS NOT ADOPTED 1993 NEC, SERVICE FOR PANEL LOCATIONS. 3/32" = 1'- 0" WIRE SIZE SFWl BE INCREASED TO EQUAL THE SUM OF SERVICE DISCONNECT FUSES. sSCHPE28A E6 121 ONE LINE DIAGRAM - ELECTRIC SERVICE 1 'A.GRAM - PANEL BOARDS 7 HEAT R" NOTE• 1^ Cl',' -_ . iliR5. rC. a., :.. PROVIDE 1 /2, CONDUIT FROM SECURITY LIGHTS CONTACTOR TO ALARM PANEL. r PROVIDE TWO PULL WIRES — 0= -: ,_:!LING FURR. G,IDUIT ONE RED, ONE BLACK. REFER TO FLOOR PLAN FOR PANEL LIGHT CIRCUITS LOCATIONS. FOR PROTOTYPE: I SECURITYDR BOX 7N — 2, 3, 4, 5, 6, 7, 11, 12 L ' SECURITY LIGHT 1/2' CONDUIT SNATCHES TO ALARM PANEL I ` SEE NOTE 1 3/ 32" = 1'-0" DET—E28 FITAELEVATION PANEL BOARDS TO LIGHT CIRCUITS a GATE THERMOSTATS OVE TIME CLOCK 0 BUILDING & PYLON =•.D CONTACTORS. iGN$ & NEON BAND CKTS. TYPICAL OF 2 CONTACTORS EIGHT CIRCUITS) I I __- R TO CEILING FURR. C _ - WALL FOR CONDUIT NEUTRAL I 12V. D.C. 3— WAY SWITCH —TYPICAL OF 8 (2) 4 GANG 4 POLE CONTACTOR FROM ALARM BOXES. ( LOCATE BELOW PANEL W) CABINET 3— WAY SWITCH TO BE MOUNTED SO LOW VOLTAGE TO SITE LIGHTS & BUILDING LIGHTS. CKTS. 08: LEO I P'0 LCT I' WHEN THE TOGGLE FLIPPED I — — — RELAY I ISDOWN120V. A.C. THE LIGHTS ARE OFF. \ 1 T T T COIL r REFER TO D. C. 2V. D.0 L--------- J I (COIL 20A. 1P BREAKERY PANc'L ,,,;_, FLOOR PLAN IN " A' PANEL L--- -- J B. = FOR PANEL HOT FROM PANEL 120V. CONTROL IS PICKED UP FROM SAME THAT POWERS ALARM SYSTEM. SECURITY SECURIrDR I ,f LOCATIONS. CONTACIRCUITBoxLTT20A. 1PBREAKERDlrlll ,.{ • IN ' A' PANEL 1/2' CONDUIT !! NEUTRAL FROM PANEL _ TO ALARM PANEL I ni J TC' HEi SEENOTE. ' ^ LIGHT y)• IA rr A; ,'i NO SCALE DET—E21 3/3Z' = 1'-0" `1 a.' f DET— E29 2 1 DIAGRAM - SECURITY LIGHTING 113 1 ELEVATION - PMn' BOARDS o I I c 40 z^ oco Vf N d o U co CL 2 Cl In o LU R) o Z LU F W cry Q 1 a 0 E Z U F' z D Vu- J 0vz V tea^ L- C4 V' N U U) REVISION O z 1. Z 4. c ARCHM 05/ 31/95 7N E6* I SECTION 1601 BASIC ELECTRIC 1. Work Included: 5. Outlet, Switch, Junction and Pull Boxes: I. Terminate conduit at equipment subject to vibration with flexible connections. In wet locations, use Neoprene or A. Conduit, Wires and Cable. A. Boxes Galvanized steel conforming to NEC and Polychloroprene covered flex with watertight fittings. B. Boxes and Wiring Devices. UL Requirements. Provide for continuity of ground. C. Safety Switches. B. Exterior Boxes Weatherproof type with threaded hubs and J. Provide conduit system for mechanical control wiring. D. Service Entrance and Utility Coordination. gasket covers. K. Provide conduit system from telephone system from terminal Including complete connection to utility service 6. Wiring Devices: ponelboard to counter location, as noted on plans. point. Provide conduit, wire and equipment L. Provide conduit for telephone service entrance. Entrance necessary per local utility company requirements. A. Acceptable 1. Arrow Hart- shall be underground from telephone equipment pedestal, E. Data Cable (Material furnished by Owner). Manufacturers: 2. Bryant and run to phone equipment board. F. Conduit for Thermostats (Wiring by Mechanical Contractor). 3. Crouse -Hinds G. Conduit for Telephone System (Wiring N. I. C.). 4. General Electric 8. Conductor Installation: H. Conduit for Security System (Wiring N. I. C.). 5. Hubbell I. Field Testing. 6. Pass & Seymouf A. Maintain color coding throughout electric system. J. Utility Company fees and charges for service to the project, B. Wall Switches: Specification grade, quiet make, quiet B. Where the distance between ponelboard and first outlet in a including setting the meters. break design, toggle handle, rated branch circuit is more than 60 feet, used 110 AWG wire or K. Primary wiring and conduit for neon transformers. 15 AMP., 120 V., Color: Black. Iorger. C. Standard Specification grade, full gong size, C. Make conductor length for parallel feeders identical. NOTE: Refundable deposits for permanent service will be Receptacles: polarized duplex, parallel blade, U- D. Provide solderless connections only. paid by the Owner. Grounding Slot, rated 20 AMP., 125 Volt, Color: Black. 9. Outlet, Switch and Junction Box Installation: D. Device Plates: General Use: Bakelite with smooth 2. Quality Requirements: finish and rolled outer edges. Color: A. Install flush type boxes slightly recessed to allow tulr A. Provide UL approved materials and devices. E. Black• Safety Switches: General duty, fusible type with NEMA B. perimeter contact of device plates. Install boxes for convenience outlets 12 inches above floor, B. Comply with NFPA 70 National Electrical Code as minimum Type 1 enclosure indoors, and Type 3R unless otherwise indicated on the drawings. standards. Comply with more stringent local requirements. enclosure outdoors. C. Install switch boxes 4 feet, 0 inches above floor, unless otherwise indicated on the drawings. 3. Conduit: D. In masonry construction, height of boxes may be adjusted 7. Conduit Installation: slightly to fit coursing. A. Rigid: Galvanized steel with threaded E. Set boxes for floor outlets flush to floor, unless otherwise couplings. Intermediate grade may be A. Use rigid conduit or P.V.C. conduit in earth and where exposed indicated on drawings. used instead of rigid where permitted by to weather. Make joints with standard thread couplings F. J' Boxes are to be concealed behind the sheetrock. NEC. or unions. Protect newly cut conduit threads with graphite, B. Thin Wall (EMT): Galvanized steel with liquid tight grease, or other rust resistive, non -insulating compound. 10. Wiring Device Installation: compressions type couplings. In Use double lock nuts at terminations. concrete slabs and set screw couplings B. Use EMT only in dry, protected areas where not subject to A. Place wall switches on strike side of doors unless otherwise C. in dry locations. Nonmetallic: Rigid PVC, Schedule 40, with factory mechanical damage. indicated on drawings. made bends, joins solvent welded. C. PVC Conduit may be used for underground feeders from service B. Install device plates with perimeter edges in full contact D. Flexible Conduit Spirally wound interlocked steel armored entrance to panels, to site lighting, and to pylon/billboard with finish surfaces. Greenfield: raceway conforming to NEC 350 and UL. signs only. Use rigid steel, long radius elbows on risers THW" 11. Field Testing: from underground conduit. Provide copper grounding 4. Wires and Cables: conductors for entire length of nonmetallic conduit and Multi" connect to rigid steel. Size per NEC. A. Test all circuits with a Tester to determine that A. Soft drawing copper of not less than 98% conductivity. D. Provide moisture seal where conduits penetrate outside walls system is free of short circuits and that phase conductors B. Size No. 8 AWG and larger shall be stranded. E. or slabs -on -grade. Secure conduits to building structure at intervals of not B. are not grounded. Check motor controllers for proper operations. C. Minimum wire size No. 12 AWG. Use No. 10 if circuit exceeds more than 5 feet for sizes up to and including, 2 inch; and C. Check electrical equipment for proper operation. 60 feet and No. 8 where noted on plans. at intervals not to exceed 8 feet for larger sizes. D. Immediately replace defective or damaged materials and D. Use 600 V. THWN insulation on building and branch circuit F. Run conduits concealed. Exposed runs, where approved by the equipment. wiring unless otherwise indicated on drawings: THHN architect, shall be installed in neat, symmetrical linesINSULATIONmaybeusedindrylocationsonly. parallel to, or at right angles to, building lines. Tight 12. Data Cable Installation: ram E. Data cable size No. 24 AWG, 3 Pair, provided by owner upon to MTL deck. notice by contractor of required delivery dote. G:-- Seperate-conduit-6 inch-minimum-from-ony-water-I ine. A..—Coble-shot-1_be-suppIAed_by_owner_an&rece;v.ed tiv;cor,;r.acto.r. B. Coble lines shall be run straight and poralleel, tied' -6, together with nonconductive material. Yl C. Provide six (6) feet of extra cable length -at each eqpipnt location. _ D. Tog each end of Data Cable for each c`r= I.t, OM { r;. I.J r U') i CNL0 N N M Cn Z^ O_ I— 00 H i Na O U ' CIO a Z UCL W o O W I- UWN in LL Q U ZLL W u 12 U) I1Z IX. O[ 0LL L Q U i N d) V W W REVISION Z1. 11 /28/94 z. Z c 3. 4. cr: a+Eacm er: 15/94 SPECS E7 U a ' "' Section 1602 OVERHEAD ELECTR".' SEOViCE 1. Components: A. Conductors: B. Service Rack: C. Service Entrance Weatherhead D. Service Entrance Most E. Weatherproof Metal Socket F. Conduit 2. Installation: As Required by local utility. Three (3) or four (4) wire rocks, as determined by local utility for specified service. Cast Metal conforming to local utility weatherhead requirements. Rigid Tubular Metal Fabrication with provisions for attachment of service rack and weatherhead. Conform to local utility requirements. Rigid conduit complete with watertight connectors and couplings. A. Install service rack and weatherhead at proper height. Provide mast kit, if required. B. Extend most head to provide a minimum ground clearance of 20 feet when overhead service is near dumpster location. C. Install rigid conduit to weatherproof meter socket. D. Provide terminations, coordinate with Incal utility company. SECTION 1603 UNDER(;ttM ELECTRIC SERVICE A. Submit to local utility all required drawings, loods and any other information to obtain serice. B. Provide all materials and installation required to completly connect to the serving utility. C. Work should include, but not necessarily be limited to, primary conduits, cable (if required), pod mounted transformer pods, grounding, metering provisions, secondary conductors and conduit, all as required by the local utility. SECTION 1604 PANELBOARDS (Furnished by Owner) A. Manufacturer: 1. Provide with circuit breakers and as supplied by owner. B. Ponelboards — 12D-208 (120/240): 1. Metal cabinets with gray enamel finish complete with panel trim having concealed hinges and flush lock, concealed trip clamps and screw cover front; Galvanized steel back boxes with knockouts. Provide two keys for each pone. 2. Factory assembled, three (3) Phase — four (4) Wire; and Single Phase — three (3) Wire. Full capacity, solid, neutral, with sequence style bussing. C. Circuit Breakers: 1. Molded case, automatic air circuit breakers as supplied with thermal and magnet trip and trip —free position separate from either "ON" or 'OFF' positions; interrupting rating of 10,000 AIC. 2. Provide switching duty circuit breakers equal to 00 Type as manufactured by square D, or equal, for branch circuits and 01 for main breakers. SECTION 1604 PANELBOARDS (Furnished by Owner) (cont) " D. Identification of Panels: 1. Provide o laminated plastic plate at top of panel engraved with designation identical on ponelboard schedule or riser diagram. Identify each overcurrent device with a laminated plastic plate engraved with a description of item protected. 2. Provide typewritten directory to inside cover indicating loads controlled by each circuit, identical to panel schedules. SECTION 1605 LIGHTING (Furnished by Owner) A. Products: Refer to lighting fixture schedule on drawing for types. Provide necessary trim, brackets, and accessories for complete installation. No substitutes will be accepted, unless Architect considers to be equal to what was specified. B. Lamps: First line quality and as manufactured by General Electric. (Furnished by Owner). C. Ballasts: 1. Fluorescent — UL Listed, Type "P" with automatic resetting thermal protection. Rapid Start. 2. Metal Halide: UL Listed, Type CWA. Peak load automatic transformer. Furnished by Owner.) D. Time Clocks: Intermatic T105, SPTD, 24 Hour Dial with two (2) trippers. (Furnished by Owner.) E. Control Relay: As supplied by owner. 6 to 12 Poles, as required provide additional relays, if required to accommodate site lighting. Balance Load between relays. (Furnished by Owner.) F. Building Lighting Support light fixtures from structure Installation: only. Provide gaskets or necessary accessories to prevent light leaks around trim. Install fixtures in a manner to properly dissipate generated heat. Equip each fixture with owner furnished lamps, as scheduled. G. Site Lighting Set poles plumb, rigidly in place in Installation: accordance with manufacturer's recommendations. Provide necessary brackets, caps and accessories, factory energized light and sign circuits and set time (Dusk). Time clock shall de — energize light and sign circuits at set time (12:00 A.M.) to turn lights off. s' y err •~ o U1 N N Z^ O H UZ to Z W O U ' cc a 5 U o a Wo W W r O F— W cry Q U LI— U WULL Z Q n 0LLLL° U s cv t!) f— U W W REVISION Z e V 2 x 4. owFTSrw: 15/94 SPECS E8_ U« It r RM AUTOZONE ORANGE STRIPES (SCOTCHCAL) #3630-44 AUTOZONE RED LETTERS (SCOTCHCAL) #3630-43 10'-0" 945 SERIES PANAFLEX MATERIAL 4" A0'-0" r2" ENTS 0 DOORI AS REO'D DBE . °. IIR ° . WHITE PANAFLEX MATERIAL, KABEL \-- POLE TO BE STYLE LTRS. FOR "DISCOUNT AUTO PAINTED WHITE INSIDE PARTS' 3M SCOTCHCAL #3630-22 SIGN CABINET BLACK BACKGROUND ; y I I 0.050 ALUMINUM FILLER AND— I IRETAINERSPAINTEDBLACK MATHEWS 42-204) STRUCTURAL STEEL/SUPPORT STRUCTURE/ANCHOR BOLTS AND CONCRETE FOUNDATION TO BE SIZED BY SIGN COMPANIES LICENSED ENGINEER TO MEET ALL SITE SPECIFIC REQUIREMENTS AND CODES. PRIME ALL STEEL WITH RED BASE PLATE AND NUTS PAINTED BLACK OXIDE PAINT AND WHERE STEEL OCCURS IN I (PAINTED IN FIELD) LIGHTED SIGN CABINET PAINT FINISH COAT WHITE. PAINT GLOSS BLACK TOP OF FOUNDATION PAINT TO HAVE RUST INHIBITER) 1-1/7' BELOW FINISH GRADE BLACK ORANGE RED FINISH GRADE STANDARD PYLON a NON -SHRINKING GROUT BENEATH BASE PLATE 51OCP/20 BY SIGN CONTRACTOR. INTERNALLY ILLUMINATED RIGID CONDUIT WITH ONE 20 AMP CIRCUT IN FOUNDATION FOR ELECTRICAL SERVICE BY G.C. e NOTE: L AUTOZONE' TO BE CLOSEST TO STREET ; NOTES: F G.C. TO EXCAVATE'SGIL, - S7 'AND, LEVEL ANCHOR BOLT CAGE (FURNISHED BY S;GNi CONT6CTOR) AND PROVIDE E SCALE: 1/4' = 1'-O" CONCRETE FOUNDA'10N (ff-S-3000 PSi.) x FOUNDATION SPECS: = w 4'-6" X 4'-5' X 5'-0" DP (TYP) SIGN CONTRACTOR TO F RNiSH AN(: t CAGE SIGN # I NOTE: SIZE OF FOUNDATION SUBJECT FASTENING; -NUTS, ' .0l 50 SGIUARE FEET TO CHANGE AS SOIL CONDITIONS REQUIRE. LABOR A,'VD" MAT IALS TO INSTML P E AND SIGN TO BE ENGINEERED BY SIGN CONTRACTOR FINAL ELECT`' L, CON 0 TION. G.C. S Q Ur Z C4 Z o ILL 1L L) w IL J 00 IL Z V< o x Lo REVISION . 08/12/94 Q 11/10/94 01/05/95 1 03/I I/94 1 SN