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3705 S Orlando Dr - 03-000368 (Kimco) Interior Remodel (a)I PERMIT ADDRESS CONTRACTOR \'(-. . \,"S . f Y : CV-SQ #A r PHONE NUMBER PROPERTY OWNS] ADDRESS PHONE NUMBER , - lC:)a ' `1 Lkbc\ ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR pLSA-c 1. ut 3v Ig' PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT It Off ' 3%0'c DATE \\ `'I -()a PERMIT DESCRIPTION PERMIT VALUATION > SQUARE FOOTAGE r d d z in cn 0 d _ b y t* 1 I v I to nl ° CITY F ANOS FQ]f2D PERMIT APPLICATION Permit No.: 0. _ 1_Ao Date: 10/15/02 Job Address: 3705 S. Orlando Drive, Sanford, FL 32773 Permit Type: Building Electrical Mecbanical Plumbing Fire Alarm/Sprinkler Description of Work: Kimoo Interior Addition Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service _Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential X Commercial _ Industrial ' Total Sq Ftg: Value of Work: $ 00 O - O O Type of Construction: buildout Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: Kimco Realty Corporation (407) 302-4400 Contractor/AddreWPhone: R.D. Michaels, Inc., 110 C ndace Dr., Ste. 108, Maitland, FL 32751 407) 831-1110 ' State License Number: CGC057664 Contact Person: Richard L.i 11 arrl Phone & Fax Number: --(407) 831-1110 / (407) 831-2232 Title Holder (If other than Owner): N/A Address: Bonding Company: N/A Address: Mortgage Lender: N/A Address: F.rchitect/Engineer Cuhaci & Peterson, Arichitects _ Phone No.: (407) 228-4220 Address: 1220 Alden Road, Orlando, FL 32803 Fax No.: (407) 228-4219 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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. Acce tan ce ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. I O t •L z.P-T ,p S L Signature of er/Agent Date Signature of Contractor/Agent to Darren Frost Print Owner/Agent's Name Signature of Notary -State of Florida Date r?OF F'* CARMEN IRIS MARTIN or• `ay Comm E.P. 12/6/2002 No. CC 795239 I Personally Wwwn I) O#w I.D. Owner/Agent is personally Known to Me or Produced ID APPLICATION APPROVED BY: 01 2_ Richard F. Lillard Print Contractor/Agent's Name vana/LA . M a -CIA 10 G sl o z Signature of Notary -State of Florida Date • . MARIAN E. MOON Notary Public. State of Florida "4 My Comm. IRV. Apr. 18, 2004 Comm. ,NO. CC9119/9798 Contractor/Agent isyPersondly Known to Me or Produced ID Date: `/-- e-1 D Z 4, Special Conditions: CITY OF SANF/ORD PLUMBING PERMIT APPLICATION Permit Number o3 ` 3 r Date: `7 —/ The undersigned hereby applies for a permit to install the following plumbing: yOwner's Name: CJ Ad J/G Address of Job: le4 Plumbing Contractor Wool Non-Residential: , P9/ ft Number Amount Addition, Alteration, Repair(Residential & Non -Residential) New Residential: One Water Closet Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, TrapZ Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: m y7ts 2- Application Fee: 10,.00 TOTAL DUE: By Signing this application I am stating that 1 am in corn State License Number I I PLUME31NGJ(i1J At BUILDING DEPARTMENT OF: RE: PLUMBING PERMIT 4jl M & j &J, 1111111 1 / /, 1 TO WHOM IT MAY CONCERN: I, ROBERT D. READING, STATE CERTIFIED PLUMBER #CFC043195, HEREBY AUTHORIZE AND DESIGNATE MY BROTHER JOHN C. READING, RETIRED MASTER PLUMBER, TO ACT IN MY BEHALF, IN SIGNING FOR AND OBTAINING ALL PLUMBING PERMITS FOR READING PLUMBING SYSTEMS, INC. FOR WORK ON THE ABOVE PRO ECT. ROBERT D. READING PRESIDENT STATE OF FLORIDA COUNTY OF SEMINOLE PERSONALLY APPEARED BEFORE ME, THE UNDERSIGNED AUTHORITY, ROBERT D. READING, WHO EXECUTED THE FOREGOING INSTRUMENT AND IS PERSONALLY KNOWN BY ME OR WHO HAS PRODUCED HIS/HER DRIVER'S LICENSE AS IDENTIFICATION AND WHO ACKNOWLEDGE BEFORE ME THAT HE/SHE EXECUTED THE SAME FOR THE USES AND PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AND OFFICIAL SEAL N_THE COUNTY AND STATE LAST AFORESAID, THIS % DAY OF 2003. Mulvanev NOTARY PUBLIC: SEAL: *tom N Johnvcommn.oncr8E+827 Vww,,* E*=August 9 2003 P.O. Box 916476 • Longwood, FL 32791-6476 9 Tel: (407) 869-0023 • Fax: (407) 682-4489 f4 . ' CITY OF SANFORD MECHANICAL PERMIT'APPL'ICATION `.x.'''.. Permit Number. 7d Date: The undersigned hereby applies for a permit to install the following equipment: Owners Name: i M cryaz Address of Job: Mechanical Contractor://A?iLrG uiLyir -ter//fZrS Residential Non -Residential i1111, OPIUM Application Fee: TOTAL- By signing this application, 1 am stating that t am in compliance with City of Sanford Mechanical Code. p t Signature State t_icense Number iidj L%— INDUSTRIAL CORPORATE OFFICEi3511N.E. 22 Avenue, #300 Fort Lauderdale, FI 33308-6226 D 954-537-5544 • Fax 954-537-9582 D " BUILDING SERVICES- www•ibs-service.com Sol ii Yyffi AUTHORIZATION FOR AGENT I, Jc)sw/ ae-00VAOt-I , do hereby authorize my employee, AleAl f,,& e, Print Cootraatora Name) (Print Employaa'a Name to act as my agent in securing and signing permits in the City or County of 60 OF F I understand I am responsible for any and all work performed1r my agent. I am also aware that I will be responsible for the renewal of this form annually. State SIGNATURE County of evSwamtoandsubscribedbeforemethisAday of &Z44't- . 20 OZ. Commission: 64ture of Notary oanneNull r MY COMMISSION # DDID3516 EXPIRES s°•March 26, 2006 OCR. eONDEDTKUTROYFAIN WSWANCEINC AIR CONDITIONING • ELECTRICAL • PLUMBING • GENERAL MAINTENANCE 9 BUILDING AUTOMATION CAC016307 a CGC041603 a EC0000961 a GA402243 a 96174 a TACLA019292E a 23301 a M103691 a 37150 1- 800-333-4001 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: l0 3/09 PERMIT#:C -?-s-2 A BUSINESS NAME / PROJECT: A/.^ Ct ADDRESS: V 7 OS S. Or 69.7 PHONE NO.: CONST. INSP. [ ] F. A. [ ] F.S. TENT PERMIT I ] C / O INSP.:[ ] HOOD [ TANK PERMIT [ FAX NO.: REINSPECTION [ ] PAINT BOOTH OTHER [ ] _ PLANS REVIEW BURN PERMIT [ TOTAL FEES: $ e; 4/. /6 (PER UNIT SEE BELOW) COMMENTS: %/' M TIa - A /,,/ ; r,un /- - ,a,,,7 Address / Bldp,. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ll. 12. 13, 14, 15. 16. 17. 18, 19. 20, Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire ention Division A"pplic4t'siture CERTIFIED COPY Permit No. MARYANNE MORSETaxFolioNo. C1 ERK OF rW&T 0©URT 6EMI14OLE 0010.N'IY. KOWA NOTICE OF COMMENCEMENT STATE OF FLORIDA) NOY 8 2AO COUNTY OFsEmtlNo THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with C apter 713, Florida Statutes, the following information is provided in thisNoticeofCommencement. 1. Description of Property: - 3705 S. Orlando Drive, Sanford, FL 32773 (see attached) General description of improvement: Interior buildout Owner information: a. Name and address of owner: Kimco Realty Corporation 3705 S. Orlando Drive Sanford FL 32773 1). Interest in Properly: Owner c. Name and Address of fee simple titleholder (if other than Owner)" N/A 4. Contractor name and address:_ R.D. Michaels, Inc. 7 _O rCanda`-o r)ri P' 5111 108, —NlaiMaitland, FT 37751 a. Telephone number: (407) 831-1110 b. Fax Number: (407) 831-2217 Surety infornation: a. Name and address: N/A b. Telephone number c. Fax Number: d. Amount of Bond: S 6. Lender name and address: N/A a. Telephone number: b. Fax Number: NARYANNE NORBE, CLERK OF CIRCUIT COURT CLERK OF 9ENIMXE COUNTY BK 04586 P6 0450 FILE NUM 2002971260 RECORDED 11/O6/2002 12l;25:07 PN RECORDING FM 15.00 REODRDEO BY N Nolden mini NBMNMNMINIMBIMINIIMIIIMII FILE NUM 2002971260 OR BOOK 04586 PAGE 0451 7. Persons within the State of Florida designated by Owner upon whom notices or, other documents may be served as provided by §713.13(1)(a)7., Florida Statutes (name and address): R.D. Michaels, Inc. 110 r`andarp Dri e, Sui tP 108, Maitland, FL 32751 a. Telephone number: (407) 831-1110 b. Fax Number: (407) 831-2232 In addition to himself, Owner designates Ri rhard _ i 1 lard of R. D. Michaels, Inc. to receive a copy of the Lienor's notice as provided in §713.13(1)(b), Florida Statutes. a. Telephone number: (407) 831-1110 b. Fax Number: (407) 831-2232 9. Expiration date of notice of commencement (the expiration date is one (1) year from the date of recording, unless a different date is specified): 004V', E Signature of Owner Sworn to (or affirmed) and subscribed before me this '7+k day of o, ZAt OO b?' arreA f c- name of person making statement). 1/I MARIAN E. MOON r " , a^A A— e- Cro- Notary Public. State of Florida (Signature of ?Votary Public - State of Florida) My comm. exp. Apr. 18, 2004 - lM a r a n Comm. No. CC919798 (Print, Type or Stamp Commissioned Name of Notary Public) Personally Known OR Produced Identification Type of Identification Produced ry CITY OF. SANFORD SEMINOLE COUNTY I U. kkE NLIb+ "2o0 4 61 OR BOOK 04566 PAGE 0452 FI_O 1IDA Ut:SCltll'I'lON . Commence of the Cost 1/4 SVCLIoil corner ( Section 11, Township 20 South, Range 30 East, Seminole County, Florldo oni run S. 02 degrees 15 miseconds11, along the E,st line Olutes 26LiteLlteSouthe-ist 1/4 of said Section 11, 716.311feettothePointofBeginning. thence cull i1. 71 degrees 27 minuteu 34 secondsN. 1077.22 feet to a poLnt vt, t:tc Coutcrly right_of-way line of state Rood 15L600, thence run S. 25 degree" 47 minutes UO seconds W. along cold Eosterlyright-of-way line 532.40 fuut t0 tl,u Y,C. of a curve concave Southeasterlyhavingaradiusof5614.65 fact and o cl Ord of '489,7) feet, Southwesterly along said curvethence run andriglrt,.oi .+oy llnatt 189.88 feet through e t centralangleOf4degrees59n,lnutuo'57 oec•ndo to thA'P.T., thence run S. 20 degreesa minutes tl accond: r w..-1lor,g uaid Easterly right-of-way, line 212.e9 feettoapointontlicSoutlr11tteOLtl,e Nr -th 200 Ceot\ol the Southwest 1/4 oftheSoutheast1/4 0( sold Section 11, thence leaving said right-of-woy line runS. 89 degrees 16 minutes 27 9cCon6o E. along the South line of the North 200feetoftheSouthwest1/4 0l zt,c Souther at 1/4 of said 5eStion 11, 157.89 feettoapointonthewest11r,c of the Nor- h 1/2 of the Soul.heost 1/4 of the Southeast1/0 0l said Sectior, 11, thence run S. 01 degrees 32 minutes 45 secondsH. Along said l+eat 11-r,e aG1.02 (ec; to the Southw Nortlr1/2 Of the Southest cncner of the nst 1/4 of tl,e Southwest 1•/4 of sold Sect. 11, thence rurr S. U9 Degrees 16 minutes 57 9ecot,J, E. along the Soutl, line to the C( the north 1/2oftheSoutheast1/4 oC theSoutteast 1/4 of said Section 11, 1)26.44 feet Southeast corneroftheNorth '1/2 of -.he Southeast 1/4 of the Southeast 1/4ofsaidSegtion11, thence run 11. 02 he 16 minuteo 26 se along theeastlineoftl,c Soutl,e;,st 1/conds E. 4 ofsaidSection11, 1266.21 feet to the Pointofbeginning. LCS5 Coi,nence at the East quarter of Sectlt7n 11, Townshlp 20South, nange )0 Cu:;t, Se,nlnolc County,S. 1 16 minutcs26aeconds %4. 716.)l feet; thAn:e N,F7lrldegrees 27 minute Ce)s seconds %:. 1f177. 22 feet to a pOint or, the Easterly right-of-way line of 1T,S. Highway 17-921 thence South 2i degreeo 47 rinutes 00 seconds H., along 9ald right-of-way, line 5)2.40 feet to the beginning of a curve concava Southensterly 'A)aving a radius of 5614.65 feet and a central angle of 01 degrees' minutcs 26seconds; thence on u chord bearing of S. 25 degrees 00 minutes 17 secondsW. a chord distance of 152.60 feet to the Point c` Beginning; thence S. 69 degrees 38 ninutet; 5U seconds E. 63.65 feet; thence S. 316 degrees 18 minutes30secondsE. 170.00 feed tr,ence S. 2) degrees 41 minutes )0 seconds ,4. 140.00 feet; tl,er,ce fiord% 66 degrees 10 minutes )0 seconds W. 208.47feettoopointontl,e Ea9:erly rlgt•r-Of-way line of U.S. Ilighway 17- 92, saidpointbeingonacurveconcaveSoutheasterlyhavingaradiusof5614.65 feet, a central r,ngle of )2 degrees 15 minutes 30 seconds: thence onachordbearingofir.'-2) degrees 05 minutes 48 seconds E. a chord distance of221,30 feet to the Polt,t of Bee inning, AND LESS commence of the County, Cost quarter corner of Section l:, 'l'ownshlp 20 South, Range 30 east, Seminole Florida; runS. 02 deer•,:es 16 rn; -)utes 26 seconds H. 716.)1 feet; thence N. 71 degrees 27 mlt,ute9 )4 :,econd9 1. 1077.22 feet to o point on the Easterly right -of -may 11ne of U. S. ilighw, , 17-92; thence S. 25 degrees 47 minutes 00secondsW. along said right-of-wa line 304.00 feet to the Point of Beginning) thenceS. 72 degrees 1) minutou 10 'Seconds E. 200.00 South 23degrees41minutes )0 9ecore t^,d9 . 15•.) l.feetl thence N. 72 degrees fact; thence 00 seconds %+. 205. 72 feet to a point on the Easterly right-of-way line Of U.S. llir)hway 17-921 thence 74OCt1, 25 degre ril 47-minutes 00 seconds E., along said right ofwaylinecomtrtenceat156. t1U :set to t: Point of Beginning, AND LESS the East quartercornerofSection11, Township 20 South, Range )0 East, Seminole County, F1ori().i; rut, S. 02 degrees 16 minutes 26 seconds W. 716.31 feet; thence N. 71 degrees 27 mit,utej )4 seconds N. 1077.22 feetf to n point on theCaster -Ay right-of-way line of U.S. Illghwayc-17=92; ttlencE S. 25 Degrees 1.7minutes00seconds %+.-along said right-of-way line 146.00 feet to the Point ofBeginning; thence Easterly ulonq a curve concave Northerly having radius of 250.00 feet through a central -%nglc of 32 degrees 23 minutes 57 seconds, a chordbearingofS. 05 degrQou 35 minutes 11 aeconds•C. o arc concave of 1/ 1. 37 [ect to the and of void curve and the beginning of a curve concave Southerly, havingaradius; of 224,90 feet, thence Easterly alony said curve through acentralangleof11degrees14minutes57seconds, o chord bearing of N. 8) degrees 50 minutcs 19 seconds E. an arc distance of 44,17 feet to theendofsaidcurve; tl,er,ce S. 31 degrees 41 minutes 32 aeconds E. 28,25 feet) thence S. 2) degreea •%l tttlnutes )0 seconds H. 109.26 Loetr thence N 72 degrees1) mit,utes 00 seeor,du ,i.. 200.tt0 feet to a point on tt:u easterly right-of-waylineofU.S. Itigl%way 17-9\21 seconds thence tl. 25 degree 9 47 minutcs 00 E, along saidright-of-way, 11ne 158.00 feet to the Poi Containing 40.9113acresmoreurle;;. nt of Beginning. LEGEND: STS Denotes Storm Se-er SP Denotes Conc. Splllvoy co Denotes Catch Oo)ln 5S Denotes Sanitary Suer Wt Ocnotos Manhole CO Denotes Cleonoul W Oenolo3 Wotor Holm r Denotes Tulcphono Polo LP Denotes Lomp Pt>lo C- Denotes Overhead Pover Llnoi 0-,notos Ovorl, 00d lolophono Tlno% 0enOlc3 Wood Fence Denotos Chain Llnk Frnco 0' t -notos Cor>`oto Dumpstor Pod FILE NUM 2002915038 OR BOOK 04473 PAGE 0687 General Contractors • Construction Managers November 7, 2002 Building Department City of Sanford 300 N. Park Avenue Sanford, FL 32771 Subject: Sanford Retail Shops Kimco Addition 3705 S. Orlando Drive Sanford, FL 32773 Dear Sir: 110 Candace Drive Suite 108 Maitland, FL 32751 Phone (407) 831.1110 Fax (407) 831-2232 Please accept this letter as authorization for Steve Swinehart to pull all permits for the above project. My contractor's license number is CG-0057664. If you have any questions, please give me a call. Thank you for your time and consideration. Sincerely, Richard F. Lil and R.D. Michaels, Inc. The foregoing instrument was acknowledged before me this 74- day of ve., , 2002 A.D. by 1 C ci r ,) (g r j who is personally known to me or produced as identification and did/did not take an oath. State of Florida, County of `je-M, OLV 11V— Notary Public: M Q l,i cam.` C • o-a,,, My Commission Expires: a yJlc.,,lOv MARIAN E. ,MOON Notary Public. State of FloridaMYComm. exp. Apr. 18, 2004Comm. No. CC919798 CGC057664 TTV X.D. MIC JLL EELS, INC. General Contractors • Construction Managers October 15, 2002 Building Department City of Sanford 300 N. Park Avenue Sanford, FL 32771 Subject: Sanford Retail Shops Kimco Addition 3705 S. Orlando Drive Sanford, FL 32773 Dear Sir: 110 Candace Drive Suite 108 Maitland, FL 32751 Phone (407) 831.1110 Fax (407) 831-2232 Please accept this letter as authorization for Steve Swinehart to pull all permits for the above project. My contractor's license number is CG-0057664. If you have any questions, please give me a call. Thank you for your time and consideration. Sincerely, R ch FUtard R.D. Michaels, Inc. The foregoing instrument was acknowledged before me this /S'-day of 0J9 2002 A.D. by P. J,) F. L,1 lwho is personally known to me or produced as identification and did/did not take an oath. State of Florida, County of cj O-,AA , a (e. Notary Public: My Commission Expires: nN. MARIAN E. MOON Notary Public. State of Florida My Gomm. exp. Apr. 18, 2004 Comm. No. CC919798 CGC057664 SECTID- I; TOWNSHIP 20 SOUTH ,NGE 30 EAST CITY OF SANFORD -.: SEMINOLE COUNTY, FLAIDA DES CIA IP'1'LON COmn1ence at the Cost 1/4 Section corner , f Section 11, Township 20 South, Range 30 East, Seminole County, Florida one run, S. 02 degrees 15 minutes 26seconds14, along the E;st line of tl,e Southe-ist• 1/4 of saitj. Section 11, 716.31feettothePointofBeginning, thence run N. 71 degrees 27 minutes 34 secondsW. 1077.22 feet to a point on the Easterly rightt•of-way line of State Road 151: 600, thence run S. 25 degrees 47 minutes u0 seconds W. along said Easterlyright-of-way line 532.40 feat to trio P'.C, of a curve concave Southeasterlyhavingaradiusof5614.65 feet: and A cl Ord of "469.73 feet, thence runSouthwesterlyalongsaidcurve. and right;,ol way linosc 469.Be feat through acentralangleof4degrees59minutes;57 aec.nds.to thd,P.T.; thence run S. 20degrees41minutes03secondsW..al'ong•said Easterly right-of-way line 212.89feettoapointontheSouthLineoftheNc -th 200 feet*,of the Southwest 1/4. of the Southeast 1/4 of said Section 11, these leaving sri"id right-of-way linerunS. 89; degrees 16 minutes 27 sec:on8a E. ilong the South. line of the North200feetoftheSouthwest1/4 of the Southeest 1/4 of said Section 11, 157.89feettoaIpointonthewestlineoftheNor- h 1/2 of the Sout. east 1/4 of theSoutheast1/4 of said Section 11, thence run S. 01 degrees 32 minutes 45secondsW. along said 14est lLne 461.02" fec c to the Southwest\corner of the14ortli1/7'Of Che South-tnst 1/4 of tl,e Southeast 1/4 of sold Sect,Qn 11, thencerui, S. 1191 degrees 16 minutes 57 seconds E. along the South line b,f the north1/2 of the Southeast 1/4 of the Southeast 1/4 of said Section 11, 1.126.44 feettotheSoutheastcorneroftheNorth1/2 of `he Southeast 1/4 of th.e\,Southeast1/4 of said Section 11, thence run. N. 02 degrees 16 minutes 26 seconds E. along the'East line of the Southwest 1/4 of said Section 11, 1266.2l'•feet tothePoint' of beginning. LESS Continence at the East quarter of Section 11, Townsl,Lp 20 Soutli, Range 30 East, Seminole County, Florida; run S. 02 d tees16ininutes26seconds14. 716.31 feet; tl•en:e N. 71 degrees 27 minute 34secondsW. 1017.22 feet to a point on the Easterly right-of-way line of (j,S.- Highway 17-921 thence South 25 degrees 47 1inutes 00 seconds W., along saidright-of-way/ line 532.40 feet to the beginning of a curve concavaSouthensterly 'having A radius of 5614.65 feet and a central angle of 01 degrees'.. 33 minutes 26 seconds; thence on a chord bearing of S. 25 degrees 00 minutes17secondsN. a chord distance of 15Z.60 feet to the Point cf Beginning; thence S. 69 degrees'38 minutes 58 seconds E. 63.65 feet; thence S. 36 degrees18minutes30secondsE. 170.00 feett thence S. 23 degrees 41 minutes 30secondsW. 140.00 feet; thence North 66 degrees 18 minutes 30 seconds W. 208.47 feet to a point on the Easterly right-of-way line of U.S. Ilighway 17- 92, said point being on a curve concave Souteasterly having.a radiusof '5614.65 feet, a central angle of 32 degrees 15 minutes 30 seconds; thenceonachordbearingofN.•-23 degrees 05 minutes 48 seconds E. a chord distanceof221.30 feet to the Point of Beginning. AND LESS commence at the EastquartercornerofSection11, Township 20 South, Range 30 east, Seminole County, Florida; run S. 02 degrees 16 m;nutes 26 seconds W. 716.31•feet; thenceN. 71 degrees 27 minutes 34 seconds 1. 1077.22 feet to a point on the Easterlyright -of -•.+ay line of U. S. Flighw; y 17-92, thence S. 25 degrees 47 minutes00;seconds W. along said rlght-of-wa line 304.00 feet to the Point of Oeglnnin9lthenceS. 72 degrees 17 'minutou 10 'Seco-nds E. 200.00- feet; thence South23degrees41minutes30secondsW. 15•.31.feett thence N. 72 degrees 13 minbLes00secon'ds 14. 205.72 feet to a point on the Easterly right-of-way line OfU.S. Highway 17-92; thence North .25 degrees 47-minutes 00 seconds E., along saidrightofwayline156_.100 feet to ti , Point of Beginning. At10 LESS conui,enc'e at the East quarter corner of SectL,n 11, Township 20 South, Range 30 East, Seminole County, Florid.,; run S. 02 degrees 16 minutes 2G seconds W. 716.31 feet,; thence N. 71 degrees 27 minutes 34 seconds W. 1077.22 feet: to n pointontheCaster4yright-of-way line of U.S. lllghwa}L 17Z92, thenct! S. 25 degrees47minutes00secondsW.'-along said right-of-way line 146.00 feet to thePointofBeginning; thence Casterly along a curve concave Northerly having nradiusof250.00 feet through a central angle of 32 degrees 23 minutes 57 seconds, a chord bearing of S. 85 degrees 35 minutes 1'1 seconds •C. a arc distanceof141.37 feet to the and of said curve and the beginning of a curve concaveSoutherly, having a radius of 224.98 feet, thence Easterly along said curvethroughacentralangleof11degrees14minutes57seconds, a chord bearingofN. 83 degrees 50 minutes 19 seconds E. an arc distance .of 44.17 feettotheendofsaidcurve; thence S. 31 degrees 41 minutes 32'eeconds E. 28.25 feed thence S. 23 dogreos 41 minutes 30 seconds W. 109.26 feet) thence N72degrees13minutes00secondsW.\ 200.1i0 feet to a point on tha easterly right-of-way line of U.S. Highway 17-121 thence H. 25 degrees 47 minutes 00 secondsE. along said right-of-way line 158.00 feet to the Point of'Beginnitig. Containing40.9113 acres more or less. LEGEND: STS Denotes Storm Seer Tr Denotes Telephone Polo' SP Denotes Conc.Spillway LP Denotes Lamp Pole CB Denotes Catch Basin Denotes Overhead Power Llne SS Denotes Sanitary Sewer C._ Onnotes Overhead Telephone ICTnol FW Denotes Manhole Denotes Wood Fence CO Denotes Cleanout Denotes Chain Link Fence W Denotes Water Main- 0. 1 motes Co(t veto Ournpster Pad FILE NUM 2002915038 OR BOOK 04473 PAGE10687 CONSTRUCTION DOCUMENTS KIMCO REALTY OFFICE SPACE EXPANSION B 3705 S. ORLANDO DRIVE Sanford SAN D FO R D, FLORIDA 32773 GENERAL CONTRACTOR RESPONSIBILITIES Q 1. THE WORK OF THESE PROJECT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR WHOSE NAME APPEARS ON THE BUILDING PERMIT. THE GENERAL CONTRACTOR SHALL BE CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER PROJECT REQUIREMENTS INCLUDDE CODES AND STANDARS IN FORCE AT THE LOCATION AF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING, PRIOR TO CONSTRUCTION, OF ANY ERRORS, OMISSIONS, CODE VIOLATIONS OR CONFLICTS WHICH ARE DISCOVERED IN THE DRAWINGS, SPECIFICATIONS OR OTHER PROJECT REQUIREMENTS. WHERE; DRAWINGS AND SPECIFICATIONS ARE CONCEPTUAL IN NATURE, THE CONTRACTOR SHALL INTERPRET THEM IN A MANNER WHICH IS CONSISTENT WHICH CODE REQUIREMENTS, STRUCTURALLY SOUND AND ENVIROMENTAL WATERTIGHT. Q 2. SHOP DRAWINGS AND OTHER SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT AFTER THE CONTRACTOR HAS REVIEWED AND APPROVED (WITH APPROPIATE ANN07ATIONS) SUCH SUBMITTALS. ARCHITECT'S REVIEW OF SUBMITTALS IS FOR DESIGN CONCEPT ONLY, AND SHALL NO BE CONSTRUED AS A TECHNICAL REVIEW FOR THE PURPOSE OF DETERMINING COMPLETENESS OR ACCURACY OF SUBMITTALS, OR FOR DETERMINING REQUIRED QUANTITIES , DIMENSIONS OR METHODSOF INSTALLATION ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR) . Q 3. CONTRACTOR SHALL COORDINATE CLOSELY WITH OWNERS REPRESENTATIVES AND PROVIDE THEM WITH A DETAILED CONSTRUCTION SCHEDULE. Q 4. WHICH EACH PAYMENT REQUEST, THE GENERAL CONTRACTOR SHALL SUBMIT NOTARIZED PARTIAL RELEASES OF LIEN FROM ALL SUPPLIERS AND SUB -SUPPLIERS OR LABOR OR MATERIALS, AND FROM ANY OTHER PARTY WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. LIEN WAIVERS SHALL DEMOSTRATE THAT ALL PRIOR PAYMENTS MADE TO THE GENERAL CONTRACTOR HAVE BEEN PROPERLY DISPERSED, AND THAT CONTRACTOR HAS OBTAINED CURRENT RELEASES OF LEIN. FAILURE TO SUBMIT CURRENT RELEASES SHALL RESULT IN SUBSEQUENT PAYMENTS TO THE GENERAL CONTRACTOR BEING WITHHELD UNTIL CURRENT WAIVERS ARE PROVIDED. FINAL RETAIN AGE WILL NOT BE RELEASED AT COMPLETION OF PROJECT UNTIL NOTARIZED FINAL RELEASES OF LIEN ARE SUBMITTED FROMM ALL PARTIES WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. O 5. THE GENERAL CONTRACTOR SHALL REQUIRE EVERY SUPPLIER , SUBCONTRACTOR, OR LABORER WORKING AT THE JOB SITE TO BE COVERED BY WORKER'S COMPENSATION INSURANCE. CONTRACTOR SHALL OBTAIN CERTIFICATES OF INSURANCE FROM ALL WORKERS, OR ELSE, SHALL NAME AND ENROLL SUCH WORKERS ON HIS OWN WORKER'S COMPENSATION INSURANCE POLICY. O 6. CONTRACTOR SHALL MANTAIN COMMERCIAL GENERAL LIABILITY INSURANCE WITH ONE MILLION DOLLARS PER OCURRENCE LIMITS OF LIABILITY, COVERING PRODUCTS AND COMPLETED OPERATIONS , OWNED AND NON -OWNED VEHICLES, ACTS OR NEGLIGENCE OF THE CONTRACTOR OR ANY PARTY DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR. POLICY SHALL NAME THE OWNER AND THE ARCHITECT AS ADDITIONAL INSURED, AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OTHER ADDITIONAL INSURED AGAINST ALL CLAIMS AND COSTS ARISING FROM THE ACTS OR OMISSIONS OF THE CONTRACTOR OR. ANY OF HIS DIRECT AND INDIRECT EMPLOYEES. Q 7. UNLESS THE OWNER PROVIDES OTHERWISE, THE GENERAL CONTRACTOR SHALL PURCHASE AND MANTAIN BUILDER'S RISK INSURANCE, TO THE FULL INSURABLE VALUE OF THE PROJECT, COVERING PERILS OF FIRE, THEFT OR VANDALISM, FLOOD, AND STORM OR WINDSTORM. Q 8. COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONS WITH RESPECT TO DESIGN AND DIMENSIONAL STANDARS FOR ACCESSIBLE PARKING SPACES, BUILDING ENTRY, TOILET ROOM DIMENSIONS AND MOUNTING REQUIREMENTS FOR FIXTURES & ACCESORIES. Q 9. GENERAL MATERIAL PROTECTION REQUIREMETS: ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH A.W.P.B. STANDARS. ALL METALS SHALL BE ISOLATED FROM DISSIMILAR METAL BY INERT ISOLATION MATERIAL AS REQUIRED TO PREVENT GALVANIC CORROSION. ALL METAL 16 GAUGE AND LIGHTER SHALL BE HOT -DIP GALVANIZED,ASTM G -90. ALL METAL HEAVIER THAN 16 GAUGE SHALL BE FACTORY PRIMER AND FIELD PAINTED . ALL ALUMINUM SHALL BE HAVE AN E.S.P. FINISH WITH NOT LESS THAN 70% KYNAR RESIN, AND NOT LESS THAN 1.5 MIL DRY FILM THIKNESS. INDEX OF DRAWINGS CS COVER SHEET AO.0 EXISTING CONDITIONS ADA LIFE SAFETY FLOOR PLAN A1.1 FLOOR PLAN A3.1 REFLECTED CEILING PLAN A4.1 WALL SECTION A8.1 SCHEDULES & DETAILS FP-1 FIRE RATED DESIGN FIRE PROTECTION NOTES FP-2 FIRE RATED DESIGN M1.1 FLOOR PLAN - HVAC M1.2 HVAC SCHEDULES AND NOTES E1.1 FLOOR PLAN - LIGHTING E1.2 FLOOR PLAN - POWER & SYSTEMS VICINITY MAP PROJECT DATA A. OCCUPANCY CLASSIFICATION CHAPTER 3, FBC, 2001 .) GRP. B, (BUSINESS) B. CONSTRUCTION TYPE TYPE IV CONSTRUCTION, ONE STORY UNPROTECTED AND SPRINKLERED Date: C. OFFICE AREA 1. EXISTING OFFICE AREA TO REMAIN = 2,770 SQ.FT. 3. OFFICE EXPANSION = 438 SQ.FT. TOTAL = 3,208 SO. FT. PROJECT DIRECTORY apm1mAir)D mg4Z"'<im<1Mmamomorzmv OWNER: z co 3 o N D' c; 0 +*ior>°z KIMCO REALTY ui m> 1 m o 0. 3705 S. ORLANDO DRIVE o o m M' v z m m ; SANDFORDD , FLORIDA 3277 ^ m o - y ? m z1 407) 302 6500 i m M.:; ro Z w w D m m 0zp<r>znmm ° ARCHITECT: o c m o m m> z 03? 0GTADESIGNGROUP, INC. O r) i o o- o 2277 LEE ROAD, SUITE 256 z o? m y 7 A 2 1WINTERPARK, FLORIDA. 3278y o < o' .0m ° 407) 539-2882 c o s m 0 <m y 1nXr-w'g00> o 2 z9mzrx-1- rOrm! n< APPLICABLE CODES IT FLORIDA BUILDING CODE, 2001 EDITIONPrl-RM FLORIDA PLUMBING CODE, 2001 EDITION NATIONAL ELECT. CODE, EDITION 1999 OFFICE COPY m o IMCO 0 12 c9,P P o NOR1H STONEWALL PL. FLORIDA MECHANICAL CODE, 2001 EDITION FLORIDA FIRE PREVENTION, 2001 LIFE SAFETY CODE (NFPA 101), 2000 EDITION CERTIFICATION STATEMENT TO THE BEST OF THE ARCHITECT'S KNOWLEDGE AND BELIEF, THIS DESIGN IS IN COMPLIANCE WITH APPLICABLE CODES AND LAWS. BY SIGNING SEALING THIS COVER SHEET, THE ARCHITECT'S CERTIFICATION IS EXTENDED'TO'ALL DPAWINGS LISTED IN THE INDEX OF DRAWINGS SIGNATURE AND SEAL to. at • 02 DATE N o J 0 O I I I ocrw a n v E u 0 a ra 1J N 9 c D N p, a Jo00 < O m N WN V o `m c o0 2o 0 CLA 4) a rn K O Y u waQ sp Q 0 J Wz0nZO x L' N § a L' O I^ Z n QLJ M w oQ W 02 Q QoJu7J oC o 0 L) p 1.0 ui oWUUo O LL. a0- Y O rl In U) z I... W_ W = z U t Ln O U) F_ F_ LD 0 oCLLJ a U_ z 3 Z 3 > L` a a OOf O O U WU PROJ NO: 0221 CAD FILE: CS SHEET N0: CS CONSTRUCTION DOCUMENTS EXISTING 1 HOURS FIRE -RATED GWB DEMISING WALL TO REMAIN 110 111 4'- 0' OFFICE OFFICE PARTITION SCHEDULE TYPE B: EXISTING (1) HOUR FIRE -RATED DEMISING WALL TO REMAIN. I7117171=- TYPE. E: EXISTING EXTERIOR CMU WALLS TO REMAIN TYPE F: EXISTING INTERIOR PARTITION TO REMAIN 112 TOILET 9'- 2- m 0 109 OFFICE N 5-3 3/4" 108 113 Z LOUNGEiOFFICE F41549- ; 10'-0. OS , 6+ 102 CORRIDOR c114 101 TOILET RECEPT-OFFICE 103 104 0051 FI-0-7-1 OFFICE FAX -COPY OFFICE OFFICE OFFICE `e 16'-3" 15-9 1 /2" FOYER eEXISTING CONDITIONS A sm yr = rV O0N t0 O FU J OyO F s af E 0u 0 ca_ u q 0 o, a o m a N w N o C F N nof00rnoa ^ a O n'n Q U < O .. W a + n J KrQ Z J G' N=a< 0 Ln Z Q '^ n X W 0 < W 09 Q Q OJ JofCCNOp U LJ Ix vi 0Ow (> m Y O K)V) 1 N Z b O F= is Z OL.Li VQ U o, U Z Z 3 3 Of LJ 0 Lx L) PROJ NO: 0221 CAD FILE: AW SHEET NO: A0.0 1 1 1 5 N PARTITION SCHEDULE TYPE A NEW INTERIOR PARTITION: 5/8" GYPSUM BOARD ON BOTH SIDES OF 3-5/8" 25 GA. GALV. METAL STUDS 0 16" O.C. (REFER TO WALL SECTION 1-A4.1) TYPE B: EXISTING (1) HOUR FIRE -RATED DEMISING WALL TO REMAIN. TYPE C EXISTING (1) HOUR FIRE -RAT D D MISIN WALL - INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. TYPE D NEW (1) HOUR FIRE -RATED PARTITION: 1) LAYER 5/8" GYPSUM TYPE "X" BOTH SIDES OF 3-5/8" 25 GA.GALV. METAL STUDS ® 16" O.C. WITH MINERAL WOOL SOUND ATTENUATION (REFER TO WALL SECTION 2 A4.1) TYPE E: EXISTING EXTERIOR CMU WALLS TOR MAIN TYPE F: EXISTING INTERIOR PARTITION TO REMAIN NOTES 1.- PARTITTIONS TO BE BUILT TO THE DECK W/INSULATION AND 5/8" GYPSUM BOARD 2.- ADD BLOWN INSUL. TO EXISTING DEMISING PARTITION 3.- NEW DOOR TO BE SOLID CORE DOORS. j EXIS . 1 TRAVEL DISTANCE = 62 FEET AMMENNEWEEMEMENEWEEM RECEPT-0FRCE 103 OFFICE 100 FOYER wwwwwwwwan FAX -COPY 1' 91 9L, 109B s`s•. PLAN ROOM I 109A OFFICE I I 1 102 r eLIFE SAFETY PLAN AQ, SCA E yr 2 're OII OFFICE I 1 6 VELCE,® r y EX T. Offla 107 OFFICE TOILET EXIST. 4CE = 65 ET 11RELOCAT Imam r 108 tt3 LOUNGE BREAK ROOM Lr TOILET 0 0 dip N i O le PARTITION SCHEDULE TYPE A NEW INTERIOR PARTITION: 5/8' GYPSUM BOARD ON BOTH SIDES OF 3-5/8' 25 GA. GALV. METAL STUDS 0 16' O.C. (REFER TO WALL SECTION 1-A4.1) TYPE B: EXISTING (1) HOUR FIRE -RATED DEMISING WALL TO REMAIN TYPE EXISTING (1) HOUR FIRE -RATED DFMISIN . WAI I INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. TYPE D NEW (1) HOUR FIRE -RATED PARTITION: 1) LAYER 5/8' GYPSUM TYPE 'X' BOTH SIDES OF 3-5/8' 25 GA.GALV. METAL STUDS 0 16' O.C. WITH MINERAL WOOL SOUND ATTENUATION (REFER TO WALL SECTION 2 A4.1) TYP XISTING EXTERIOR CMU WALLS TOR MAIN NOTES 1.- PARTITTIONS TO BE BUILT TO THE DECK W/INSULATION AND 5/8' GYPSUM BOAR[ 2.- ADD BLOWN INSUL. TO EXISTING DEMISING PARTITION 3.- NEW DOOR TO BE SOLID CORE DOORS. O 9. L F 109B o s' PIM ROOM 102 CORRIDOR TRAVEL DISTANCE = 62 FEET RECEP OMa 1 10• s OMCE FAX- : OFRCE mama • magnum eLIFE SAFETY PLAN A0, SCAL var =14' OFRCE 0 0010000 •• CONSTRUCTION DOCUMENTS I TOIUT a 1 RAVEL ISTANCrl I OFFICE 108 BREAK ROOM LO u TOM 0N m QJ F 0 0 N W K a E 0u 0 8 ca Nv N p, a 3 0 coo a N U C, NCFHF" n 00 o , oMQU Q > Q Lo o MZQx N a O in Z n QLJ n1M W o Q Q Q Qo N O p UW J O oZwo a Y O rni vaLJ Q U J Z V) H H Z QZ U N W LL w 0 0 J U PROJ NO: OW CAD FILE: AM SHEET NO: A0.1 7.11 f' 9 PARTITION SCHEDULE TYPE A NEW INTERIOR PARTITION: 5/8- GYPSUM BOARD ON BOTH SIDES OF 3-5/8" 25 GA. GALV. METAL STUDS ® 16" O.C. (REFER TO WALL SECTION 1-A4.1) TYPE B: EXISTING (1) HOUR FIRE -RATED DEMISING WALL TO REMAIN TYPE EXISTING (1) HOUR FIRE -RATED DEMISING WAI 1 INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. TYPE D NEW (1) HOUR FIRE -RATED PARTITION: 1) LAYER 5/8- GYPSUM TYPE "X" BOTH SIDES OF 3-5/8" 25 GA.GALV. METAL STUDS ® 16" O.C. WITH MINERAL WOOL SOUND ATTENUATION (REFER TO WALL SECTION 2 A4.1) 777M=, TYPE EXISTING EXTERIOR CMU WALLS TOR MAIN TYPE F: EXISTING INTERIOR PARTITION TO REMAIN NOTES 1.- PARTITTIONS TO BE BUILT TO THE DECK W/INSULATION AND 5/8" GYPSUM BOARD 2.- ADD BLOWN INSUL. TO EXISTING DEMISING PARTITION 3.- NEW DOOR TO BE SOLID CORE DOORS. EXISTING (1) HOUR FIRE -RATED GWB DEMISING WALL TO REMAIN. INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. TYPE C 101 RECEPT-OFFICE 100 FOYER 15'-4" HOUR FIRE -RA ZING WALL WITH WOOL SOUND TYPE D CONSTRUCTION DOCUMENTS EXISTING (1) HOUR FIRE -RATED GWB DEMISING WALL TO REMAIN. INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. TYPE C 11 2 030 c 110 111 112 TOILETA4.1 109E 3 OFFICE OFFICE 0 PLAN ROOM m z z I z F I N 3 p 15r_0w r N W u X W WW1i0d zLi a STAND ALONEz A/C ROOF TOPoa3BTCASEUNITfOR THESE THREE OPENING OFFICES 00 a a TYP A PROVIDE OPENING DOOR TO I FOR NEW 3'-0" BE LOCKEDoPROVIDEOPENINGII02DOORNFORNEW3'-0" 3 o DOOR 109 1101 I OFFICE I I v OFFICE 3 K 108 FLOUNGE Fo- zuiBREAKROOM102 CORRIDOR OFFICE II FAX1000PY I IOFFICE I I OFFICE II OFFICE eFLOOR PLAN At1 SCALE Wr = t,0' 9 114 TOILET 8 o J F 0W O F Q5 Wa 0E 0 u0 c orc3 C v to a o 0 0 U z N w U o N y aU ` u> Q U < 0 w d o 0 J W W Z, FZG' N§ a Z O tn M nnQLJa-> n W o Q 0J V z o Q aJ Jo: tryOp W OO "; o L,U U o oz na Y O ri En b n 0 a o f= c) c a V Z Z O li 33OILL U PROJ NO: 0221 CAD FlLE: All SHEET NO: All ELECTRICAL FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER & MODEL NO. LAMPS REMARKS A 2X4 FLUOR LAY -IN UGHTOUER' 2TG232/120V 3) F032/ T8 B EXIT LIGHT EXIDE / EPN 700 BD S/D R OT 120/277 3) F032/ T8 E EXISTING FIXTURE TO REMAIN NOTES: 1. EXTEND FIRE SPRINKLER SYSTEM TO NEW OFFICE EXPANSION AS REQUIRED. 2. PATCH AND REPAIR ALL SURFACES AFFECTED BY RENOVATION. EXT'G. ACOUSTICAL CL'G. TO REMAIN --- 40 n OFFla D(PANSION m + I I I A I ZI I I I Lu NEW 24"X48" ACOUSTICAL CEILING TO MATCH EXISTING IN T-BAR SUSPENSION SYSTEM. CEILING HIGHT TO MATCH EXISTING APPROX. 9'-11" EXISTING FIRE SPRINKLER HEAD TYP. ACOUSTICAL CL'G. TO REMAIN—tE5 A A e REFLECTED CEILING PLAN CONSTRUCTION DOCUMENTS EXT'G. ACOUSTICAL CL'G. TO REMAIN EXISTING FIRE SPRINKLER HEAD TYP. AIl EXT G. ACOUSTICAL B REMAIN — 00 N m O rUO ZO K E 0u 0 ca u N VO ul O a 3 o c Q O NON W N V oo C N v pa,nO 0 0 U OWdvn Q Q W O J ol WZpnZO xN Z O LA Z n fZ X FX W 0 Q W 02 J V z0 JJ N OO U W o o c i 0- 0 a `Ll- nN20 Z z W L) U Lu O o c UZZW cr LJJ w 0 0 U PROJ NO: OM CAD FILE: All SHEET NO: All EXT'G BUIT UP ROOFING. 2U Q H Co C., L5 _ U Z J LJOU cDzM Q N Q W Ja X uj O w Q m 11. 5/8' X 25 GA. GALV. STEEL C—STUDS AT 16' O.C. ONT. 25 GA. GALV.STEEL RUNNER TRACK AT PARTITIONSSEW/MIN. 1"RETURN LEGS, ANCHORED TO FLOOR SLAB AT 24" C/CV MAX. 3. 5/8" GYP. BRD. INSTALLED W/1" LONG TYPE S SELF —TAPPING STEEL SCREWS SPACED AT 8' O.C. ALONG BOARD EDGES,AND AT 12" C/C IN FIELD JOINTS IN 4' WIDE GYP. BOARD PANELS SHALL BE ORIENTED VERTICALLY, AND STAGGERED ON OPPOSITE SIDES OF WALL ASSEMBLY. HOLD BOT. EDGES OF BOARDS APPROX. 3/16" ABOVE FLOOR SLAB FOR SEALANT SPACE. SEAL JOINTS W/2' WIDE PAPER TAPE do PREMIXED JOINT COMPOUND APPLIED IN 2 COATS OVER JOINTS do SCREWS. SEAL TOP EDGES OF BROS. T REFER TO ROOM FINISH SCHEDULE FOR BASEBOARD AND 7FINISH FLOORING REQUIREMENTS. 5. ONCRETE FLOOR SLAB. 6. 4'X48" ACOUSTICAL CEILING TO MATCH EXISTING, IN MITE T—BAR SUSPENSION SYSTEM . NEW PARTITION Ll SCALE 3/4' =1-0' HR FIRE —RATED NONBEARING WALL IN EXACT ACCORDANCE WITH UL DESIGN # U465(REFER TO SHEET If FP-1); AND ADD MINERAL WOOL BUIT UP ROOFING. UI all H O CD 4, z SJ (, U ZJ 4, O U zz a N Q W Jd X Ow VQ m 1. 5/8' X 25 GA. GALV.STEEL C—STUDS AT 16' D.C. 2. ONT. 25 GA. GALV.STEEL RUNNER TRACK AT PARTITION BASE W/MIN. 1 RETURN LEGS, ANCHORED TO FLOOR SLAB AT 24" C/C MAX. 3. 5/8" TYPE 'C" OR "X" FIRECODE GYP. BIRD. INSTALLED W/1' LONG TYPE S SELF —TAPPING STEEL SCREWS SPACED AT 8" O.C. ALONG BOARD EDGES,AND AT 12' C/C IN FIELD JOINTS IN 4' WIDE GYP. BOARD PANELS SHALL BE ORIENTED VERTICALLY, AND STAGGERED ON OPPOSITE SIDES OF WALL ASSEMBLY. HOLD BOT. EDGES OF BOARDS APPROX. 3/16" ABOVE FLOOR SLAB FOR SEALANT SPACE. SEAL JOINTS W/2" WIDE PAPER TAPE do PREMIXED JOINT COMPOUND APPLIED IN 2 COATS OVER JOINTS do SCREWS. SEAL TOP EDGES OF BIRDS. TO DECK ABOVE W/ JOINT TAPE AND COMPOUND. 4. ONT. BEAD OF FIREPROOF CAULK IN 1/8" TO 1/4"" JOINT ABOVE FLOOR. 5. LECT. J—BOXES IN FIRE —RATED ASSEMBLY SHALL BE STAGGERED, SO AS 0 AVOID MORE THAN (1) BOX IN EACH STUD CAVITY. PROVIDE NONMETALLIC OUTLET BOXES do FITTINGS CLASSIFIEDS FOR FIRE RESISTANCE PER U.L. CLASSIFICATION 'CEYY' OR ELSE PROVIDE METALLIC BOXES AS SPECIFICALLY REQUIRED BY LOCAL BLG.OFFICIAL FOR USE IN FIRE —RATED PARTITIONS. WHERE METAL PIPES OR CONDUITS UP TO 2" IN DIA. PENETRATE GYP. BOARD, SEAL PENETRATION W/ UL. CLASSIFIED SEALANT CLASSIFIED TO 2-78V EQUIVALENT TO 'G.E. PENSIL 500'. 7.WHERE STRUCTURAL MEMBER PENETRATE FIRE —RATED PARTITION, COPE GYP. BOARD NEATLY AROUND PENETRATING MEMBERS LEAVING 1/8" + /— CLEAR SPACE. CAULK RESULTING VOID W/ U.L. CLASSIFIED FIREPROOF TO ROOM FINISH SCHEDULE FOR BASEBOARD AND FINISH FLOORING E FLOOR SLAB. WHITE ACOUSTICAL CEILING TO MATCH EXISTING, IN T—BAR NEW (1) FIRE -RATED NONBEARING WALL SCALE 3/4" =10 CONSTRUCTION DOCUMENTS REMAIN EXISTING LAYERS FOR NEW FIRE STOP AND ATTACH 3-5/8' METAL STUD REINFORCE JOINT WITH CAULK. NEW (1) HR. FIRE RATED NONBEARING WALL (1) LAYER 5/8" TYPE "X" GYPSUM BOARD, BOTH SIDES OF 3-5/8" X 25 GA.GALV. MTL. STUD SPACING AT 16" .O.C. FIRE CAULK g3A)FIRE RATED TRACKING DETAIL A41SCALE t =10 NEW (1) HOUR FIRE —RATED NONBEARING WALL NEW PARTITION: 5/8" GYPSUM BOARD ON BOTH SIDES OF 3-5/8" 25 GA. GALV.MTL. STLTUS- SPACING AT 16" O.C. 3B FIRE RATED TRACKING DETAIL A41 SCALE t =10 0 N 0 Jr 0 0 N W D: QO E 0u 0 u C L o a a o C O N W WN r s N p N Lao rc . a! " n y ap o o w a n0Wags Q 0 K W Z OI- V p n x 2 NTa Z O Ln Z n n W 0 Q o QQ V La7 Q Q J F Op U OW wo oLLJVV w a Y O "' V) o z 7 Z O U H V tW O Z Z J Q U Q Q Q Of 0 0 U PROJ NO: OZn CAD FlLE: AA1 SHEET NO: A4.1 ROOM FINISH SCHEDULE CONSTRUCTION DOCUMENT NUM ROOM NAME FLOOR FINISH WALL BASE WALL FINISH CEILING FINISH REMARKS p r XW U or ci a xW or WC 3'-0" 6" 8" U U 1 Z 0 Q t0 Q IZ W I U X I toZ pr0 1 W 2 1U- Q Z Q W U Z w W lLn d p V a aa 1 I p i o o i W F co 8"x24"x1/4" 60 p Yc a i to WOOD TEMPERED GLASS m O m m w u FRAME p d' w U w Q3 a' w d I J 3 D_ w f= a oUa 0 U WQOD N Z ar ico S Z o m c Z w F y LDZ c.5Z FRAM p F x W o v FN w W o X W u I.- X X SOLID CORE WOOD DR. SOLID CORE WOOD DR. cli ui W o a W W PAINTED TO MATCH EXISTING e TYPE "A" AaT PAINTED TO MATCH EXISTING e TYPE "B" 109 OFFICE X X X X 109A OFFICE X X X X 109E PLAN ROOM X X X X ROOM FINISH NOTES: 1. THERE SHALL BE NO CHANGE IN FINISH FLOOR ELEVATION GREATER THAN 1/4", UNLESS A TRANSITION STRIP OR RAMP IS UTILIZED TO PROVIDE A 1:12 MAX. SLOPE. PROVIDE A CONT. TAPERED TEANSITION STRIP WHERE THIN FLOORING SYSTEM WOOD FRAME AND DOOR SUCH AS CERAMIC TILE). TRANSITION STRIPS SHALL BE MARBLE WHEN ABUTTING CERAMIC OR QUARRY TILE, AND MAY BE PAINT GRADE METAL WHEN ABUTTING ONLY CARPET OR VINYL FLOORNG. 5/8" GYP. BD. 2. PATCH AND REPAIR ALL ROOM SERVICES SURFACES AFFECTED BY RENOVATION 3-5/8" X 25ga 3/4" X 2" WOOD TRIM GALV MTL STUD FRAMING AT 16" Q.C. PAINTED WD GRADE DOOR AND HARDWARE SCHEDULE 3-5/8" X 259a DOOR DOOR DOOR DOOR FRAME FRAME TYPE LOCKSET HARDWARE REMARKS GALV MTL STUD 5/8" GYP. BD. NO. SIZE MATERIAL FINISH MATERIAL FINISH FUNCTION NOTES HEADER 3/4" X 2" ly 00 x x TO BE LOCKED EXISTING 01 3'-0" x 6'-8" x 1-3/4" SOLID CORE PAINTED WOOD PAINTED B PASSAGE A VISION PANEL 02 3'-O" x 6'-8" x 1-3/4" SOLID CORE PAINTED WOOD PAINTED A PUSH-BUTTON A LOCKSET FUNCTIONS UNLESS OTHERMSENOTED, ALL LOCKSETS SHALL BETO EXISTING AND MFR.FOR ADA COMPLA CE. INT RCHEDPWOODAIADPUSH WOOD DOOR FRAME PAINT GRAD BUTTON ENTRANCE/OFFICE LOCK WITH PUSH BUTTON, ANSI F82, GRADE 1, EQUIV. TO SCHLAGE D50PD 3-5/8" X 25ga GALV MTL STUDANDFRAMELl-114' X 4-7/8" WOOD TURN/PUSH ENTRANCE LOCK W/ TURN/PUSH BUTTON, ANSI F82, GRADEI, EQUIV. TO SCHLAGE D53PD STOREROOM STOREROOM LOCK, ANSIF86, GRADE 1, EQUIV. TO SCHLAGE D80PD FRAME PAINT GRADE PASSAGE PASSAGE LATCH, ANSI F75, GRADE 1, EQUIV. TO SCHLAGE DIOS e WOOD DOOR HEADER @WOODDOOR IAMB PRIVACY PRIVACY LOCKSET WITH EMERGENCY ACCESS, ANSI F76, GRADE 1, EQUIV. TO SCHLAGE D40S PUSH/PULL HAGER 30S PUSH PLATES, 3" X 12" X .050" AND HAGER 3G PULL, 3/4" DIA. X 8" X 2-1/4" PROJ. X 1-1/2" CLR. HARDWARE NOTES A AUTOMATIC CLOSER, ANSI A156.4, GRADE 1, LCN 4041 SERIES W/ DELAYED ACTION. ADJUST FOR 5 LB. MAX. OPENING FORCE. N O r J o o E 0u 0 a y V C u 0 a a o m O O N :E a N WN w o C No0,o o Q- z Q 0U IL O i. La IL Q W p O J ZpnZO x cNv a, O In Z n Q 1^ a > M W o Q W Ooe Q a J CL N O p L) p Lu viaoLJVVo oz a Y O r^i vai wJ W N_ U O V) O O U z z W li OfwU.W O O 1.n U PROJ NO: 0M CAD FILE: AM SHEET NO: A8.1 FIRE PROTECTION NOTES: 1. THE SPRINKLER SYSTEM SHALL BE INSTALLED BY AN APPROVED FIRE SPRINKLER CONTRACTOR WHO MUST SUBMIT COMPLETE FIRE SPRINKLER SHOP PLANS AND HYDRAULIC CALCULATIONS, SIGNED AND SEALED BY HIS REGISTERED FLORIDA ENGINEER. ALL SYSTEMS SHALL COMPLY WITH FLORIDA FIRE PREVENTION, 2001 REQUIREMENTS. 2. PROVIDE ALL LABOR, MATERIAL, NECESSARY EQUIPMENT AND SERVICES TO COMPLETE THE FIRE PROTECTION WORK AS REQUIRED, AS SPECIFIED HEREIN OR BOTH. 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED TO COMPLY WITH THE LATEST LOCAL CODES, INSURER'S AND AUTHORITIES REQUIREMENTS TO MAINTAIN A FULLY SPRINKLERED BUILDING CONDITION UPON COMPLETION OF PROJECT BASED ON NFPA-13 REQUIREMENTS. 4. CONTRACTOR SHALL FURNISH AND INSTALL HYDRAULICALLY DESIGNED AUTOMATIC FIRE SPRINKLER SYSTEMS COMPLETE IN ALL RESPECTS CONFORMING TO ALL LOCAL DIRECTIVES, CODE REQUIREMENTS, OWNER'S BUILDING CRITERIA AND ALL NECESSARY SUBMITTALS TO OBTAIN OWNER'S INSURER AND LOCAL AUTHORITIES APPROVALS. PROVIDE AS -BUILT/ MODIFIED FIRE PROTECTION SHOP DRAWINGS AS REQUIRED. 5. FURNISH ALL NECESSARY EQUIPMENT, LABOR, AND DESIGN EXPERTISE TO DESIGN AND CONSTRUCT INSTALLATIONS OF SPRINKLER HEADS, VALVES, SWITCHES, CONTROLS, ALARMS, TESTING FACILITIES, ETC. TO ACCOMPLISH REQUIRED BUILDING COVERAGES. 6. ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH ALL OWNER REQUIREMENTS AND LOCAL CODES AND ORDINANCES. MATERIALS SHALL BE NEW AND FREE OF DEFECTS. 7. ALL PIPING SHALL BE SUPPORTED FROM BUILDING IN AN APPROVED MANNER. 8. PIPE SPECIFICATION: FOR LINES 2 1/2" AND LARGER USE BLACK STEEL SCHEDULE 10 ASTM A 135-73A WITH ROLLED MECHANICAL COUPLINGS AS PER NFPA AND UL APPROVED FOR FIRE SPRINKLER SERVICE. FOR LINES 1" TO 2" USE STEEL THREADABLE THINWALL PIPE TYPE XL BY ALLIED TUBE AND CONDUIT. ASTM A135-732, GRADE B WITH MALLEABLE IRON, 150 PSI BANDED OR CAST IRON 175 PSI, THREADED, BLACK ANSI B 16.3 OR 8 16.4. FOR UNDERGROUND LINES INSIDE AND OUTSIDE THE BUILDING USE DUCTILE IRON PIPE CLASS 52 WITH CEMENT LINING, ANSI A21.4.74. USE WITH MECHANICAL JOINT CAST IRON FITTINGS ANSI A21.10-71, CLASS 250. SPRINKLER TEST LINES AND DRAIN PIPING SHALL BE GALVANIZED STEEL PIPE, SCHEDULE 40, ASTM A-53-78 GRADE A OR A-135-73A, GRADE A. 9. TEST ALL FIRE SPRINKLER PIPING AT 200 PSI MINIMUM HYDROSTATIC PRESSURE FOR A MINIMUM OF 2 HOURS, OR AT 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE WHEN THE MAXIMUM PRESSURE TO BE MAINTAINED IN THE SYSTEM IS IN EXCESS OF 150 PSI, 10. CONTRACTOR SHALL PROVIDE FIRE DEPARTMENT TEST VALVES, ETC. AND PERFORM AND/OR PAY FOR ALL TESTS INDICATED AND REQUIRED FOR THE FIRE PROTECTION SYSTEMS. 11. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, INSURANCE AND TAXES REQUIRED TO INSTALL AND COMPLETE THE FIRE PROTECTION SYSTEMS. 12. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES WITH THE PROGRESS OF CONSTRUCTION. 13. PROVIDE ALL METERIALS AND SERVICES REQUIRED FOR ELECTRICAL TO MAKE FIRE ALARM SYSTEMS OPERATIONAL AS RELATED TO FIRE SPRINKLER SYSTEM. 14. VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. 15. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT FOR PROCESSING PRIOR TO INSTALLATION. 15. VERIFY ALL DIMENSIONS AND CLEARANCES WITH THE STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 17. ALL SPRINKLER HEADS INDICATED ON DRAWINGS PREPARED BY ENGINEER OF RECORD FOR THE FIRE SPRINKLER SYSTEM ARE FOR COORDINATION PURPOSE ONLY. CONTRACTOR SHALL VERIFY COVERAGE AND ADD HEADS AS REQUIRED. 18. PROVIDE SPARE HEADS AND WRENCH(ES) IN LOCKABLE METAL CABINET, LOCATE AS DIRECTED BY ARCHITECT. 19. LOCATE SPRINKLER HEADS SYMMETRICALLY WITHIN EACH AREA; COORDINATE WITH LIGHT FIXTURES, PLUMBING PIPES AND STRUCTURAL BEAMS. 20. HEAVY WIRE GUARDS SHALL BE PROVIDED FOR SPRINKLER HEADS LOCATED WHERE SUBJECTED TO BEING ACCIDENTALLY HIT. 21, PROVIDE DEFLECTORS TO KEEP SYSTEM FROM DISCHARGING ON ELECTRICAL PANELS, EQUIPMENT, ETC. 22. PROVIDE ALL ACCESS PANELS, IDENTIFICATION TAGS, AND SIGN, ETC. COORDINATE LOCATIONS WITH ARCHITECT. 23. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. SUBMIT DISCREPANCIES AND DIFFERENCES TO ARCHITECT FOR CONSIDERATION AND DECISION BEFORE PROCEEDING. 24. OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONTRACT AND PROVIDE READY ACCESSABILITY TO VALVES, SWITCHES, AND OTHER APPARATUS, INCLUDING ANY PART OF THE SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 25. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE FIRE PROTECTION WORK, AND REPAIR ALL FLOORS, WALLS, ETC. DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT WITH THE ARCHITECTURAL, STRUCTURAL, AND FIRE RATING REQUIREMENTS AND TO FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP REQUIRED OF APPLICABLE TRADES FOR THE BUILDING. 26. SUBMIT SHOP DRAWINGS OF ALL MATERIALS, EQUIPMENT AND SYSTEMS TO THE OWNER'S AND TENANT'S INSURANCE AGENCIES AND ALL AUTHORITIES HAVING JURISDICTION AND OBTAIN THEIR APPROVAL AND/OR PERMIT PRIOR TO SUBMITTING THE SHOP DRAWINGS TO THE ARCHITECT FOR RECORD AND PROCEEDING WITH PROCUREMENT AND INSTALLATION. 27. PROVIDE ADEQUATE HEADROOM AND SPACE FOR INSTALLATION OF PLUMBING PIPES, HVAC DUCTS, PIPING AND EQUIPMENT, LIGHTING, ETC. ALL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES WITH OTHER TRADES. 28. PROVIDE PROTEC11ON FOR HEADS AND SYSTEMS DURING COURSE OF WORK BY OTHER TRADES. REPLACE ANY DAMAGED HEADS AND EQUIPMENT PRIOR TO ACCEPTANCE OF SYSTEMS. 29. GENERAL CONTRACTOR AND FIRE PROTECTION CONTRACTOR SHALL EACH GUARANTEE ALL FIRE PROTECTION SYSTEM MATERIALS AND WORKMANSHIP FREE FROM DEFECT FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. Design Na U465 Nonbeariag wall Raft - i HL I. Floor and Celling Raomere - (loot d wn) - Cha mW duped rumen, M/8 ak wide ((minl 2-1/4 h Iege. it , f from aua Na 25 M9G ((min Na 20 MG when item 4C is used) gale stet), atbdwd to Soar and aaTng withfastenersInamd24iLOCmax 2. SWI Studs- Ch4twl*4y, 3618 in. wide (a&m 1.1/4 in 3/8 im bar return, lm wd'k m ads Na 25 MG Wn No. m b15G w1um Rem 4C is used) gale steel sensed 24 in. OC max3. Batts an d B1anka b' (DPW - Mirural wool or glass fiber bath par- fiany oramml seeBaku wd 4. 't'aft &, G - 518 i 4 IR wide, attached to steel mad Soor and ce 1W& hahad with 1 uL lob, ryp S steel easws c+ed 8 in" OC along edges of -bond and 12 la., OC m tfte Belt of die board. joints orientedTertkawandanoppoaipsidesoftheasseo"Y When ettaehed toitem6 ) W= is. screw attached 16 channels Mid, 1 in. Crteel Kma spaced 12 n. OC AIIQESIM GYPSUM CO -Ty* AGc CANADUIN GYPSUM COMPANY--Tj m Alin•CIP.)Q 9CXSHY; WRC or WRX. C19x0 X CORP-Type 1. CONTINE1V M GYPSUM COMPANY -Types CGS CZ4 CG6.6, C139-9, CG'TC-C. G-P GYPSUM. COR$ SUE OF GEORGIA-PACIFiC CORP -Types 4 9, C, GPPS6.; . LAAMRGHARDIN GYPSUM OIF DG- LAFARGB CORD Types LGK2, LGFCZA, I.GFC,b,. LGFCI6A, LG'PGC , NATIONAL GYPSUM CO 7yprs RSK-G, F6W-G. NATIONAL GYPSUM CO- 1 FR or WR" PASCO GYPSUM, Dry OF PACEFIC COAST BUILDING PRODUCTS INC-Type PG-C. REPUBLIC GYPSUM 00 Type RG-C. STANDARD GYPSUM L L C=''IIyypp SG-C. TEMPL&INLAND FOREST P'BOiSUCTS COitP- TG-C. UNITED STATES GYPSUM CO Type AR, C, M-q P-X2, 50. SHk. WRC or WRX. YESO, PANAMWCANO S A DE C Y Type Alt, C, EPXZ, am WBC or W10L WESTROC INC-Type Wwbw Fireboard. 4A. Wallboard, G ppIWO - (As an all,mgtr to ltem 4) - Naar 3/4 im tlg* 4 R wide, i:reta0od w des dW in Item 4 with acrew lutgtit k xeared to 1-1/4 in" CANADIAN GYPSUM COMPANY -Type AIL UNTTSD STATES GYPSUM CO.-''11Mype AR. YESO PANAMRICANO S ADZ 4ZV-- AR4C %Wboar4 Gypwam• - (As an alternate to hm 4, 4A and 4a) - 5I8 in. dtA sawo gy+peum pac ele tnatelled ae deaa bed in Item 4 with'lj pe S-12 steel TCA l D14 4C S'J C as 17x Doenn 4, WiTED STATES GYPSUM 00 -Type app ' ape lid - r dq p WW• T bed M two coats to joints andscrew heade, tapy 2 in. vyidy a dried In first layer of c=Tutmd over all ' ts. As an altmate nonid- nal3/32 in thick gypmm plastes m;%9 app>ied to t1w entire sacfinofChmiiied.verwer-hL fa d. P+8 Cbaand. • ( Not.) - Resilient 25 MSG galy steelbu>dIg cha =11 1paoedvertiWy ma 24 ir, OC; fimp pudw ett*&W to e1 HR. PARTITION- UL DESIGN # U-465 10.3 SCALE: N.T.S rn rn S. 3 o Z o DRAWING SCALE: N.T.S. PROJECT: KIMCO REALTY OFFICE SPACE EXPANSION 3705 S. ORLANDO DRIVE SANDFORD, FLORIDA 32773 GTA Design Group, Inc ATE: OCT e, zoo DRAWING TITLE: FIRE RESISTANCE DESIGN No REVISION LOG FLORIDA CORPORATION /AAC001156 2277 LEE ROAD, SUITE 250 WINTER PARK, FLORIDA 32789 PHONE (407) 539-2882 FAX (407) 539 0785 E-MAIL gtodesignOool.com 141 tQ CERTIFICATION: System No. wLr1(M F Ratings —1 and 2 Hr (See Item 11) T Rating — 0 Hs L Rafij At Ambient — Lea Then i Cn"q RRatingAt400F — 4 CFM/Sq Ft pd!D''1 A —A 1. WA Asienbly— The 1 or hr 86+e`r wallboard/stud waU.. assembly shill be oon+atrtuti d aide materle amid m the mariner specified In the individual U300 or UdW Series -Wall and Partition Designs hi the UL The Realstanrce Directory and shall include the following eorlatruchon ita. Lures; • . ,. , . A. Studs— Wall framing may consist of either wood studs or steel channel studs. WbOd studs to consist" of nom2 by 4 im lumber sppaced 16in. OC.-Steel studs to be min 2-1/2 in. wide and spaced..maac Z4 in. B. Wallboard, Gyptum•— 5/8 in thick, 4 ft wide with or tapered '' TThhee Upsu wallboard type, number or &YEM fastener type Max diem of specilied m du individual wall Design., opening is 13-1/4 in. Dimofpolarcutthmghgypsumwallboardoneach side of wall assembly b 1/4 in. to max- 1/2 in. larger thanoutside &-an of through penetrant (Iteu 2} The hourly F Rating of the "FUG is equal to the hourly fire rating of We -wall assembly in wfiich it is 2, nuftglr p+enetranb —One metallic pipe, Conduit or tubing to be installed either ooauentric!U1 or eecemidedly tvr the system. Pipe, caoduit or tubing to be rigidly supported on both sides of w&H assembly. The annw tarspacebetweenthethrvug)-peretraart and the periphery of dw opennng s1v11 be min 0 in. to max 1 4 In.11re fallowing types and sun of metallic pipes conduits or tubing may be used: A. SteelPipe— Nom 12 in. diem (or smaller) Schedule 10 (or heavier) B. Is a Pippee—• Nossr 12 in. diam (or wraer) cast or ductile iwn pipe. C. Conduit— Nosn 6 in. diam (or smaller) steel electrical metallic titan$ or steel em,.duit. D. Copper Tubing — Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. . S CopperPipe -- Nom 6 in diam .(or omBer) Regular ((r heavier) cop- Fill, old or Cavity Matedw — Sealant — Fill material to be formed into the annulus to maximum dcteht possible. Additional fill material tp be • iodatplled sad that a min 1/2 in. trowm is formed around the penetmffiV item and 1a1/4 ix'beymid the.D H1L 1 NSTRU ON s, n Vry of Il1LTI INC — Fs - One Seala Mewl ig the UL C]aeaification Marking UL DESIGN No WL-1085 FOR THROUGH PENETRATION FIRESTOP FOR SLEEVES PIPE OR CONDUIT PENETRATING FRAME WALL) NTS System No. W 14098 F Ratings —1 and 2 lir (See Item 1) T Ratingx — i and 21b.(See Item 1) Rating At Ambient — Leas Than 1 CFMSq Ft L Rating At 400 F — 4 CFiM ISq Ft 1j..VM Aise" iy._`7k fiie-iated p wallbrd/stud wall alsei'nbly shah be crosbu' f ed of theaaabetiab aid in the niasrnttr spedW in the indi- vidual U+30D or U40DSeries Wag and Partii m Designs inthe UL Fire Raia- I&= Directgry and shall include &e following oorwtrnction featu m A Studs— Wall fiaming may sarI" of either wood studs at steel W studs. Wood sides to 'eaonsiat of nomn 4 by 4 in. Limber spaced 16 in. OC. Steel studs to be.mkk 21/2 in. wide and spaced nano 24 in. OC. B. Mfailboard, Gppsnm• b/Sin. t]>n, 4 R wide w 84" or tap- pered eldgm'Ilse wallboardlype, thiduv*4 number of layam faamm type and onentaHost nib br as spedfred in de tn&- ndual Will a w Partition De g. M u diam of opening is 4-3/8 in.11he hmly FandTRatingsofiteays; are•egnal M the hourly fire rating of the wall assembly in which it is hstalled. 2. '17uo4h Pawtmnb — One rmmetalk OPLL installed within the Pi b be rigidly supported on bod>t sides of floor or wall=ly sp2m betsrem pipe and pe * fiery of shall be min 3/ 4 in. to max 1-1/ 4 in Pipe b be rigidly aup;aabod sides of the Boor or wall aasembliS. The Wbwa ty s sr and n ofnonmetallic pipes maybe used: A. Polyvinyl CLlad& ( PV0 Pipe — Nam 2 i:t. diem (or sauiler) Schedule 40 PVC pipe for use in does! (process, pr supply.) piping B. 01 minded Polyvinyl Chloride (CF'VC) Mom 2b. diam (or smaller) SDR17 CFVC pipe fm. use in do. (pax ess or supply) pip - Mg qd=L 3' I'1% Void ofCwhy JdAniabl — Stalwat— hwtalled to completely fill the space between the pipes and gypsum wallboard on both sides of HILTI CONSTRUCTION CHEMICALS, DIV OF MM INC--FS611A or PS -Oise Sealant Dote: I.Ratings apply only when MONE Sealant is used). lWizirrx the UL Classiiiatim Marking UL DESIGN No WL-2098 FOR THROUGH PENETRATION eFIRESTOP ( FOR PVC PIPE PENETRATING FRAME WALL) M1.3 NTS 0 N ID Q F- J 0 t" a S Q o w E0u 0 cP t UN vC 0 P J o m aOlVC F bo W/ in NnQ P OKr7OVPQIx0 C L) W (LanQ Q J W v Z p nZ O x C' N aL, O to n Q r WoQ W 0 e L)z Q o Ju7 U_ JNOp OW vi o V V Ou. Lno O D_ Y Orn V) I Q Q fN z w0O t. n O N H L 1J H zz CL U Q Q D oo 5t PROJ NO: 0221 CAD FILE: FP.2 SHEET NO: FP.2 L CONSTRUCTION DOCUMENTS eMECHANICAL FLOOR PLAN SCAEve-r-W O N m OJ O0J F 5Lj a Y 0 d' E 0u 90 9ca tv YI V C O N O• a o C O Q O N N waftN U gm, C o N i nFv501 o ao-- o nLnQw2 + o r ZpnZO X V v' N aL, Z O to Z Q M X 4: W 0 Q W 02 Q Zoa J N 06 p LU vioLJVV o w iL r- a O_ Y O M V) Z Q J b O o L - I w Q J W UW H f= Q0 Z C7 Z = U LL Of LLI w 0 U PROJ NO: OW CAD ALE: Mil SHEET NO: M1.1 HVAC GENERAL REQUIREMENTS FLORIDA MODEL ENERGY CODE FORMS FOR THIS PROJECT HAVE BEEN FILED IN THE BUILDING DEPARTMENT. HVAC DESIGN IS CONCEPTUAL ONLY, AND ILLUSTRATES SYSTEM CONFIGURATION(S) WHICH ARE GENERALLY FEASIBLE. HVAC CONTRACTOR SHALL CONFIRM SYSTEM DESIGN AND COMPONENT SIZING, AND SHALL ADAPT THE DESIGN TO ARCHITECTURAL AND STRUCTURAL CONDITIONS IN THE FIELD. WHERE REQUIRED, HVAC CONTRACTOR SHALL PROVIDE FOR RE -SIZING AND/OR RELOCATION OF COMPONENTS IN THE FIELD, TO ACHIEVE SUCCESSFUL INSTALLATION, AND TO PROVIDE ADEQUATE FIELD CLEARANCES FOR MAINTENANCE AND SERVICE. HVAC CONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS, RISERS, TRANSITIONS, ETC. (WHETHER OR NOT INDICATED ON DRAWINGS). FINAL SIZING AND CONFIGURATION OF DUCTWORK SHALL BE THE SOLE RESPONSIBILITY OF THE H.V.A.C. CONTRACTOR. DESIGN CRITERIA FOR DUCTWORK (PER DUCT SIZING CHART) 0.1" STATIC PRESSURE FOR SUPPLY DUCTWORK. 0.05" STATIC PRESSURE FOR RETURN DUCTWORK. ALL DUCTWORK SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH LATEST S.M.A.C.N.A. STANDARDS AND NFPA 90A. DUCTWORK MATERIALS AND INSTALLATION: RIGID TRUNKLINES IN AIR-CONDITIONED SPACE: MIN. 1" THICK R-4 FIBERGLASS DUCTBOARD, OR 24 GAUGE GALV. SHEET METAL W/ R-4 OUTSIDE WRAPPED FIBERGLASS INSULATION. PROVIDE TURNING VANES IN ALL TRUNKUNE JUNCTIONS, AND IN ALL BENDS SHARPER THAN 135 DEGREES. RETURN PLENUMS AND LAST 6' OF RETURN TRUNKLINES SHALL BE ACOUSTICALLY LINED. FLEXIBLE DUCTWORK IN AIR-CONDITIONED SPACE (15' MAX. LENGTH): STEEL WIRE REINFORCED, FOIL LINED FLEX DUCT W/ MIN. R-4 INSULATION, U.L. 181, CLASS 1. SUPPORT FLEX DUCT AT 6' MAX. WITH 3-1/2" WIDE FLAT METAL STRAPS. DO NOT BEND FLEX DUCT AT A RADIUS GREATER THAN 1.5 TIMES DUCT DIAMETER. FURNISH OWNER W/ 2 COMPLETE EXTRA SETS OF FILTERS). DUCT SIZING BASED ON DUCT SIZING CHART PROVIDED: HVAC CONTRACTOR SHALL SELECT OR OTHERWISE DETERMINE THE SIZE OF ALL SECTIONS OF DUCTWORK UTILIZING THE DUCT SIZING CHART PROVIDED. CFM CAPACITY FOR EACH SECTION OF DUCTWORK SHALL BE AS SHOWN ON THE HVAC PLAN. DUCT ORIENTATION MAY BE EITHER VERTICAL OR HORIZONTAL, SUBJECT TO LIMITATIONS OF AVAILABLE SPACE, AND REQUIREMENTS FOR CONNECTIONS AND INTERSECTIONS. WHERE ROUND DUCT INTERSECTS RECTANGULAR DUCT, THE FACE OF THE RECTANGULAR DUCT SHALL BE AT LEAST 2" LARGER THAN THE DIAMETER OF THE ROUND DUCT MEETING IT. THE DUCT SIZING CHART SHOWS NET INTERIOR DIMENSIONS, NOT INCLUDING INSULATION. UNLESS CONSTRAINTS ARE PRESENT, DUCTS SHALL NOT EXCEED A W/D RATIO OF 3/1. DIAMETER OF ROUND DUCTS MAY BE INCREASED BY 1" FROM SIZES SHOWN ON CHART, DUE TO LIMITATIONS IN AVAILABILITY OF MANUFACTURED ROUND DUCT SIZES. DUCT SIZES MAY BE INTERPOLATED BETWEEN SIZES SHOWN ON CHART. BALANCING DAMPERS: AT EVERY BRANCH IN SUPPLY AND RETURN TRUNKLINES, PROVIDE A MANUALLY ADJUSTABLE BALANCING DAMPER. AT EVERY FLEX DUCT CONNECTION TO TRUNK LINE, PROVIDE A TAB COLLAR WITH A MANUAL BUTTERFLY DAMPER. PROVIDE A MANUAL BALANCING DAMPER AT EVERY OUTSIDE AIR INTAKE DUCT. DO NOT ATTEMPT TO BALANCE SYSTEM AT DIFFUSER FACES. GENERAL: H.V.A.C. CONTRACTOR SHALL PROVIDE ON -SITE FINAL TESTING AND BALANCING OF H.V.A.C. SYSTEMS APPROX. 30 DAYS AFTER OCCUPANCY OF BUILDING BY OWNER. H.V.A.C. CONTRACTOR SHALL BE ON CALL TO PROVIDE ADDITIONAL TESTING AND BALANCING OF SYSTEM TO ACHIEVE OPTIMUM COMFORT FOR THE OWNER, FOR A PERIOD OF ONE YEAR AFTER OCCUPANCY (I.E. BALANCE THROUGHOUT 4 SEASONS). ALL HVAC COMPONENTS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MFR'S PRINTED INSTALLATION AND MAINTENANCE LITERATURE. COMPONENTS REQUIRING PERIODIC MAINTENANCE I.E. MOTORS, DAMPERS, BEARINGS, FILTERS, ETC) SHALL BE INSTALLED SO AS TO PERMIT ACCESS FOR SERVICE WITHOUT DAMAGE OR ALTERATION TO THE BUILDING STRUCTURE, FINISHES OR OTHER EQUIPMENT. INSTALL THERMOSTATS, FANS INTERLOCK RELAYS, MOTOR STARTERS, CONTROL WIRING, ETC. AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE COMPLETE TESTING AND TROUBLESHOOTING OF ALL COMPONENTS AND SYSTEMS. SECURE FOR THE OWNER ALL STANDARD WARRANTIES, AND EXTENDED WARRANTIES WHERE AVAILABLE FOR COMPRESSORS, HEAT EXCHANGERS AND OTHER KEY COMPONENTS. FURNISH OWNER WITH OPERATION AND MAINTENANCE LETERATURE, AND ON -SITE INSTRUCTIONS. v HVAC CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY AGAINST DEFECTS IN MATERIALS, DESIGN, INSTALLATION OR WORKMANSHIP COVERING ALL HVAC COMPONENTS AND SYSTEMS. DIFFUSERS AND GRILLS: SUPPLY DIFFUSERS FOR 24' X 24' LAY -IN CEILINGS SHALL BE EQUIV. TO 11TUS TDC-AA" - PROVIDE 2-WAY, 3-WAY,OR 4-WAY CONFIGURATION, AS SHOWN. SUPPLY DIFFUSERS IN GYP. BOARD WALLS OR CEILINGS SHALL BE EQUIV. TO TITUS "250-AA" WITH ADJUSTABLE MULTI -SHUTTERS. RETURN DIFFUSERS FOR 24" X 24" LAY -IN W/ 1" REMOVEABLE FILTERS DUCT SIZING CHART SUPPLY CFM'S 0 .1" S.P. ROUND O SQUARE RECT 1.5/1 E-1 RECT 2/1 RECT 2.5/1 RECT 3/1 RETURN CFM'S 0 .05" S.P. 0-40 4"0 4 x 4 4.5x3.5 5.5x3 N/A N/A 0-25 41 -70 5"0 4.5x4.5 5.5x4 6.5x3 N/A N/A 26- 45 71 -110 6"0 5.5x5.5 6 x 5 7x4.5 N/A N/A 46- 75 111 - 160 7" 0 6.5x 6.5 7.5 x5.5 8 x 5 9 x 4.5 11 x 4 76 - 110 161 -225 8"0 7.5 x 7.51 9 x 6 11 x5 13x4.5 15x4 111 - 160 226 - 310 9" 0 8.5 x 8.5 10 x 7 12 x 6 13 x 5.5 15 x 5 161 - 220 311 - 410 10" 0 9.5 x 9.5 11 x 8 13 x 7 15 x 6 17 x 5.5 221 - 290 411 - 540 11" 0 10 x 10 12 x 8.5 14 x 7.5 17 x 6.5 19 x 6 291 - 375 541 - 660 12" 0 11 x 11 13 x 9.5 16 x 8 18 x 7 20 x 6.5 376 - 465 661 - 840 13`0 12 x 12 14.5 x 10 17 x 8.5 20 x 7.5 22 x 7 466 - 580 841 - 1020 14" 0 13 x 13 15 x 11 18 x 9.5 21 x 8.5 24 x 7.5 581 - 700 1021 - 1220 15"0 14x14 17.5x12 20x10 22.5x9 26x8 701 -845 1221 - 1450 16' 0 15 x 15 18 x 12.5 21 x 10.5 24 x 9.5 28 x 8.5 846 - 1000 1451 - 1690 17" 0 15.50 5.5 19 x 13 22 x 11 25 x 10 29 x 9 1001 - 1160 1691 - 1980 18" 0 16.5x16.5 20 x 14 23 x 12 26 x 11 30 x 10 1161 - 1380 1981 - 2300 19" 0 17.50 7.5 21 x 15 25 x 13 28 x 12 31 x 10.5 1381 - 1600 2301 - 2600 20" 0 18.508.5 22 x 16 26 x 14 30 x 12.5 33 x 11 1601 -1800 2601 - 2950 21" 0 19.5x19.5 22.5 x 17 28 x 14 31 x 13 35 x 12 1801 - 2040 2951 - 3200 22" 0 20.5x20.5 24 x 18 30 x 15 32 x 14 37 x 12 2041 - 2310 3201 - 3600 23" 0 21.5x2l.5 26 x 18 31 x 15.5 33 x 14.5 38 x 13 2311 - 2600 3601 - 4100 24" 0 122.5x22.5 27 x 18.5 32 x 16 34 x 15 40 x 13.5 2601 - 2880 CONSTRUCTION DOCUMENTS A/C EQUIPMENT SCHEDULE OUTDOOR AIR HANDLER UNIT BY "LENNOX INDUSTRIES COMMERCIAL CBG" MODEL CHA16-024 , 2 TON RTU. INSTALLATION: ON THE ROOF. REFER TO 'LENNOX INDUSTRIES COMMERCIAL CBG" SPECIFICATIONS FOR DETAILS AND REQUIREMENTS. COORDINATE WITH EXIST. STRUCTURAL CONDITIONS FOR EXACT LOCATION. THERMOSTAT: HONE YWELL-CHRONOTHERM III" T8611 HEAT PUMP THERMOSTAT GENERAL SPECIFICATIONS: DIMENSIONS : 60" LENGHT X46" WIDE X23" HEIGHT NET WEIGHT BASIC UNIT: 300 LBS. ELECTRICAL: 208/230v/- 1 PHASE 0 N 06 V0J H 00 IA w a0 E u 0 it uN a a J0OD < V N o tvowo C N a N 0 ID y a Q 0 s U < 0 w a v c Q InEwa z Zpn x = 0 x N C w Z O N Z nnQ a > X a: W 0 a W 09 L) Q zo N Op V WO vi OwV w oz o a Y O W)i vi t LLJ O Z Z Q W J W W V ZUt' to O V) F- c u V a UZZV_ 3 a 3 a 0 a _ U PROJ NO: 0ZI1 CAD ME: NM SHEET NO: M1.2 tj 0 CONSTRUCTION DOCUMENTS 1 Ica a OFFICE EXPANSION + XT LIGHTINGEG FIXTURES TO REMAIN I A ' A \ DEMOLITION AND RENOVATION NOTES: I \ A.REMOVE ALL EXISTING, CONDUITS•WIRES, FIXTURES AND SUPPORTS NOT USED. I \ B.PROVIDE NEW CONDUITS, WIRES AND CONNECT TO EXISTING INSTALLATIONS AND ELECTRIC PANELS. \\ I C. DUE TO LIMITED CELING SPACE RUN SUPPLY AND RETURN Z I : / TO EXISTING ELECTRICAL PANELDUCTWORKTOAVOIDRECESSEDLIGHTSSEECEILINGHEIGHTIj AS INDICATED. COORDINATE LIGHTING LAYOUT WITH PURPOSED DUCT LAYOUT. ID. LIGHTING INS SPACE 109 TO BE RE -WIRED. E. FIRESTOP PENETRATION IN FIRE RATED WALLS SHALL BE IN ACCORDANCE WITH UL DESIGN. REFER TO SHEET FP-2 FOR DETAILS i i A \ \ p EXT'G. I LIGHTING FIXTURES LIGHTING FIXTURES TO EXT'G. LIGHTING FIXTURES TO REMAIN eLIGHTING PLAN Et1 sm v- = ,rr EXISTING ELECTRICAL N OJ p 02 u 0 8 a OO P a p q J CU anD Qn aco K< C0 a m lK W= ~ V N rc a O N Q n a- !M W 0QitQ Qo H 0 HU LJJ D w OO () vio o Ll- oz u. o0_ reO M N z LLI cai V o to F z F- U Z U Z U. E = H a a V o 0 w _ 0 J w UPROJ NO: 0221 CAD ME: Fl1 SHEET NO: E1. 1 CONSTRUCTION DOCUMENTS OFFICE EXPANSION EXT'G. ELECTRICAL AND NEW ELECTRICAL DATA OUTLETS I AND PHONE TO REMAIN I OUTLETS SET. I \ 1 DEMOLITION AND RENOVATION NOTES: A.REMOVE ALL EXISTING, CONDUITS,WIRES, FIXTURES AND SUPPORTS NOT USED. NEW PROVIDE NEW CONDUITS, WIRES AND Z ELECTRICAL CONNECT TO EXISTING INSTALLATIONS AND ELECTRIC PANELS. AND DATA C.FIRESTOP PENETRATION IN NEW AND EXISTING IRE RATED WALLS, SHALL BE IN Z OUTLETS TO ACCORDANCE WITH UL DESIGN. REFER TO SHEET i FP-2 FOR DETAILS I RELOCATE FO D.OUTLETS IN SPACE 109 TO BE VERIFIED. 4NEW EWNPENE.PATCH AND REPAIR ALL SURFACES AFFECTED BY RENOVATION. Lu TO EXT'G. NGOR F.PROVIDE FIRE SPRINKLERS HEADS (TYP.) AS REQUIRED IN OFFICE EXPANSION. I NEW I I I E ELECTRICAL PANEL I ENEWELECTRICAL, I I PHONE NEW EXT'G. i AND DATA ELECTRICAL I OUTLETS SET. AND DATA OUTLETS TO REMAIN EXT'G. ELECTRICAL AND DATA EXT'G. ELECTRICAL OUTLETS TO REMAIN AND DATA OUTLETS------,,,, TO REMAIN DPOWER AND SYSTEM PLAN SCAIP Vr = T-W 0 N o J r p 0 W O K E 0u z Oc J 0 0 C i0N a, 0. o Doa n N W N V o evo0.0 C N N o ' m n Oarn o 0:% n N Q U O a Q w oJWvZ0nZOx 11 ccli (L 0 Ln nn I) W 0 Q W 00 Q Q zoJu7JL' OD U trOLuviowV w oz O- Y O n vai CA- w.N Q t:U N H oe F- Q LJ.J U_ z z F- 3 3 QQ0 PROJ NO: 0221 CAD FILE: M SHEET NO: E1.2 G Permit Number. Date: The undersigned hereby applies for a permit to install the following electrical: Owner's Name: /uLv Address of Job: 37o S % ,}' r, Electrical Contractor: Residential: Non -Residential:_ Number Amount Addition Alteratio epair Residential & Non -Residential) C New Residential: AMP Service New Commercial. AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other. Description of Work: d w G GL Cke 6 Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applican ignat State License Number REVISIONS PERMIT # 03 • 3c.o DATE T/Zs-/oZ ADDRESS 37os o I•vw o r"v CONTRACTOR ,', I`,t •c_ PH # FAX # 2-Z_3Z. DESURITION OF REVISION: A VZJ UTILITI $ OK y 3 03 11FIRE BLDG 69 p,'o-1, W\ - new n KIMCO REALTY OFFICE SPACE "EXPANSION 3705 S. ORLANDO DRIVE SANDFORD, FLORIDA 32773 GENERAL CONTRACTOR RESPONSIBILITIES Q 1. THE WORK OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR WHOSE NAME APPEARS ON THE BUILDING. PERMIT. THE GENERAL CONTRACTOR SHALL BE CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER PROJECT REQUIREMENTS INCLUDDE CODES AND STANDARS IN FORCE AT THE LOCATION AF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING, PRIOR TO CONSTRUCTION, OF ANY ERRORS, OMISSIONS, CODE VIOLATIONS OR CONFLICTS WHICH ARE DISCOVERED IN THE DRAWINGS, SPECIFICATIONS OR OTHER PROJECT REQUIREMENTS. WHERE DRAWINGS AND SPECIFICATIONS ARE CONCEPTUAL IN NATURE, THE CONTRACTOR SHALL INTERPRET THEM IN A MANNER WHICH IS CONSISTENT WHICH CODE REQUIREMENTS, STRUCTURALLY SOUND AND ENVIROMENTAL WATERTIGHT. Q 2. SHOP DRAWINGS AND OTHER SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT AFTER THE CONTRACTOR HAS REVIEWED AND APPROVED (WITH APPROPIATE ANNOTATIONS) SUCH SUBMITTALS. ARCHITECT'S REVIEW OF SUBMITTALS IS FOR DESIGN CONCEPT ONLY, AND SHALL NO BE CONSTRUED AS A TECHNICAL REVIEW FOR THE PURPOSE OF DETERMINING COMPLETENESS OR ACCURACY OF SUBMITTALS, OR FOR DETERMINING REQUIRED QUANTITIES , DIMENSIONS OR METHODSOF INSTALLATION ALL OF WHICH REMAIN THE RESPONSIBILITY OF THE CONTRACTOR) . Q 3. CONTRACTOR SHALL COORDINATE CLOSELY WITH OWNERS REPRESENTATIVES AND PROVIDE THEM WITH A DETAILED CONSTRUCTION SCHEDULE. Q 4. WHICH EACH PAYMENT REQUEST, THE GENERAL CONTRACTOR SHALL SUBMIT NOTARIZED PARTIAL RELEASES OF LIEN FROM ALL SUPPLIERS AND SUB -SUPPLIERS OR LABOR OR MATERIALS, AND FROM ANY OTHER PARTY WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. LIEN WAIVERS SHALL DEMOSTRATE THAT ALL PRIOR PAYMENTS MADE TO THE GENERAL CONTRACTOR HAVE BEEN PROPERLY DISPERSED, AND THAT CONTRACTOR HAS OBTAINED CURRENT RELEASES OF LEIN. FAILURE TO SUBMIT CURRENT RELEASES SHALL RESULT IN SUBSEQUENT PAYMENTS TO THE GENERAL CONTRACTOR BEING WITHHELD UNTIL CURRENT WAIVERS ARE PROVIDED. FINAL RETAIN AGE WILL NOT BE RELEASED AT COMPLETION OF PROJECT UNTIL NOTARIZED FINAL RELEASES OF LIEN ARE SUBMITTED FROMM ALL PARTIES WHO COULD LEGALLY FILE A LIEN AGAINST THE OWNER'S PROPERTY. Q 5. THE GENERAL CONTRACTOR SHALL REQUIRE EVERY SUPPLIER , SUBCONTRACTOR, OR LABORER WORKING AT THE JOB SITE TO BE COVERED BY WORKER'S COMPENSATION INSURANCE. CONTRACTOR SHALL OBTAIN CERTIFICATES OF INSURANCE FROM ALL WORKERS, OR ELSE, SHALL NAME AND ENROLL SUCH WORKERS ON HIS OWN WORKER'S COMPENSATION INSURANCE POLICY. Q 6. CONTRACTOR SHALL MANTAIN COMMERCIAL GENERAL LIABILITY INSURANCE WITH ONE MILLION DOLLARS PER OCURRENCE LIMITS OF LIABILITY, COVERING PRODUCTS AND COMPLETED OPERATIONS, OWNED AND NON -OWNED VEHICLES, ACTS OR NEGLIGENCE OF THE CONTRACTOR OR ANY PARTY DIRECTLY OR INDIRECTLY EMPLOYED BY THE CONTRACTOR. POLICY SHALL NAME THE OWNER AND THE ARCHITECT AS ADDITIONAL INSURED, AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OTHER ADDITIONAL INSURED AGAINST ALL CLAIMS AND COSTS ARISING FROM THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OF HIS DIRECT AND INDIRECT EMPLOYEES. Q 7. UNLESS THE OWNER.PROVIDES OTHERWISE, THE GENERAL CONTRACTOR SHALL PURCHASE AND MANTAIN BUILDER'S RISK INSURANCE, TO THE FULL INSURABLE VALUE OF THE PROJECT, COVERING PERILS OF FIRE, THEFT OR VANDALISM, FLOOD, AND STORM OR WINDSTORM. Q 8. COMPLY WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTIONS WITH RESPECT TO DESIGN AND DIMENSIONAL STANDARS FOR ACCESSIBLE PARKING SPACES, BUILDING ENTRY, TOILET ROOM DIMENSIONS AND MOUNTING REQUIREMENTS FOR FIXTURES & ACCESORIES. Q 9. GENERAL MATERIAL PROTECTION REQUIREMETS: ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH A.W.P.B. STANDARS. ALL METALS SHALL BE ISOLATED FROM DISSIMILAR METAL BY INERT ISOLATION MATERIAL AS REQUIRED TO PREVENT GALVANIC CORROSION. ALL METAL 16 GAUGE AND LIGHTER SHALL BE HOT -DIP GALVANIZED,ASTM G -90. ALL METAL HEAVIER THAN 16 GAUGE SHALL BE FACTORY PRIMER AND FIELD PAINTED . ALL ALUMINUM SHALL BE HAVE AN E.S.P. FINISH WITH NOT LESS THAN 70% KYNAR RESIN, AND NOT LESS THAN 1.5 MIL DRY FILM THIKNESS. INDEX OF DRAWINGS CS COVER SHEET AO.0 EXISTING CONDITIONS 1.1 MOLITIO LAN A1.0 LIFE SAFETY FLOOR PLAN . A1.1 FLOOR PLAN A3.1 REFLECTED CEILING PLAN A4.1 WALL SECTION A8.1 SCHEDULES & DETAILS Fp-I FIRE RATED DESIGN FIRE PROTECTION NOTES FP-2 FIRE RATED DESIGN MIA FLOOR PLAN - HVAC M1 3 HVAC SCHEDULES AND NOTES Q E1.1 FLOOR PLAN - LIGHTING E1,2 FLOOR PLAN - POWER & SYSTEMS VICINITY MAP PROTECT DATA A. OCCUPANCY CLASSIFICATION CHAPTER 3, FBC, 2001 .) GRP. B, (BUSINESS) B. CONSTRUCTION TYPE TYPE IV CONSTRUCTION, ONE STORY UNPROTECTED AND SPRINKLERED C. OFFICE AREA 1. EXISTING OFFICE AREA TO REMAIN = 2,770 SQ.FT. 3. OFFICE EXPANSION = 1,031 SQ.FT. TOTAL = 3.801 SOFT. zo IMCO vi A ti 1 Q rG a o AIN NORn+ STONEWALL PL. F CONSTRUCTION DOCUMENTS 1 PROTECT DIRECTORY OWNER: KIMCO REALTY 3705 S. ORLANDO DRIVE SANDFORDD , FLORIDA 32773 PHONE: (407) 302-6500 ARCHITECT: GTA DESIGN GROUP, INC. 2277 LEE ROAD, SUITE 250 WINTER PARK, FLORIDA. 32789 PHONE: (407) 539-2882 FAX: (407) 539-0785 APPUCABLE CODES FLORIDA BUILDING CODE, 2001 EDITION FLORIDA PLUMBING CODE, 2001 EDITION NATIONAL ELECT. CODE, EDITION 1999 FLORIDA MECHANICAL CODE, 2001 EDITION FLORIDA FIRE PREVENTION, 2001 LIFE SAFETY CODE (NFPA 101), 2D00 EDITION PERMIT # D3-3 ceRnFlcAnoN sraTEMerrr TO THE BEST OF THE ARCHITECT'S KNOWLEDGE AND BELIEF, THIS DESIGN IS IN COMPLIANCE WITH APPLICABLE CODES AND LAWS. BY SIGNING SEALING THIS COVER SHEET, THE ARCHITECT'S CERTIFICATION IS EXTENDED TO ALL DRAWINGS LISTED IN THE INDEX OF DRAWINGS SIGNATURE AND SEAL + -• ' '.DAiF 0 0 1oJ C O p I I I UI W 0 P O0 CD in Y O s J C CO Q Nn J. V c 15 7oaoffp Gi 0 0 in Q Wgo pax 4 N F W Z O tN Z n Wn LLJJJJ oQ W 09 QoJ u] J ad a N OD U W N woo0QOW Of P, tacOn N W J W U t: Ln O V) F- 0 0 OLW a U F- Qap ix00VL) PROJ NO: 0310 CAD FlLE: CS SHEET NO: CS CONSTRUCTION DOCUMENTS 16'-0 1/2" 5" 17'-10" 30'-3 1/2" v v 4 7/8" v 25'-0" 4 7/8" 7'-4" 8"1 414 PARTITION SCHEDULE ZCCCM= EXISTING (1) HOUR FIRE —RATED DEMISING WALL TO REMAIN. EXISTING EXTERIOR CMU WALLS TO REMAIN EXISTING INTERIOR PARTITION TO REMAIN 11 EXISTING 1 HOURS FIRE —RATED GWB DEMISING WALL TO REMAIN 102 CORRIDOR 101 RECEPT—OFFICE 103 104 105 OFFICE FAX —COPY OFFICE 100 FOYER XISTING 1 HOURS FIRE —RATED GWB DEMISING WALL TO REMAIN 112 TOILET 110 I111 4'—p" OFFICE OFFICE I 9'-0" m 0 Fl-091 Fo N OFFICE 5' 3 3/4" 108 i 113 N OFFICE LOUNGE 6 10'-0' 107 Fl-0-6-1 OFFICE OFFICE 16'- 3" 15-9 1 /2" 114 TOILET 0 0 JI 0 0 I 0 WOK E 0u A0 0 C a o N 3 O N t WGGGU V i cmn c ao a z pin0Wages Q F: Z O t%N Z n Q o: QQ~ V o it J o C woWoWUVvicOoz CaY O r^i V)i O P W 0' a w U z vvi F V F Z Z Z U 0 o LLJLxU PROJ NO: OM CAD FILE: #W SHEET N0: A0.0 r CONSTRUCTION DOCUMENTS 16'-0 1/2" 5" 17'-10" v w 30'-3 1/2" V v 4 7/8" - v 25'-0" - - - 4 7/8" 7'-4" 8" 414 ROT1 RECEPT-OFFICE r 100 A _ FOYER o 1. REMOVE EXISTING DOOR AND FRAME. 4 o 2. REMOVE EXISTING INTERIOR PARTIION o 2A. EXISTING FRAME TO REMAIN. 3. PRESERVE EXISTING FLOOR FINISH AND BASE. PATCH AND REPAIR o FLOOR FINISH AFFECTED BY RENOVATION. o 3A. EXISTING FLOOR FINISH AND BASE TO REMAIN. 0 4. PRESERVE EXISTING (1) HOUR FIRE RATED DEMISING WALL. 0 5. PRESERVE EXISTING INTERIOR PARTITION. 0 6. PRESERVE EXISTING EXTERIOR WALLS. o 7. PRESERVE EXISTING EXTERIOR STOREFRONTS AND DOOR. 0 8. PRESERVE EXISTING COLUMNS STRUCTURE. 0 9. PRESERVE EXISTING DOORS 0 10. PRESERVE EXISTING WINDOWS o 11. EXISTING DOOR TO BE LOCKED. 12. DEMOLISH FLOOR SLAB FOR DRAIN LINE TO EXISTING 0 SANITARY SEWER. PATCH AND REPAIR CONCRETE SLAB TO MATCH EXISTING. 0 13. PROVIDE CASE OPENING W/BOTTOM OF BULKHEAD AT ® 9'0" AFF. PARTITION SCHEDULE ZCCCM= EXISTING (1) HOUR FIRE -RATED DEMISING WALL TO REMAIN. MIME= EXISTING EXTERIOR CMU WALLS TO REMAIN EXISTING INTERIOR PARTITION TO REMAIN 110 OFFICE 109 ol OFFICE N 9'-O" 4 111 OFFICE 3/4" i 108 OFFICE a>- o ;'1l oi 0— lo m loI Fw o 113 LOUNGE 10 8 T__ 102 COIDORQQQ8114TOILET 5 5 5 5 5 5 5 5 103 1041 Q —6515 1061 FI-0-7-1 cI OFFICE FAX -COPY OFFICE OFFICE OFFICE `r 10 10 6 0 0 I C! J 1O O I O N W K0 u a 0 v0C a s 6 Q' N W V oI C N in6o, o n ` o, 0: w 0 v L, F: lWZ v J N r: gL Z O tN Z n n M r > 6 oQ itW09Q L) Qo u] a J N Op FV O W w (> "' o o' 1i a u. a aYOr) v> Z i n 0 Z L:i Q O o V) J a 0Z 0 O ZU w nonitw U PROJ NO 0310 CAD FlLE: Dt1 SHEET NO: D1. 1 ADJOINING TENANT SPACE I -I -I REMOVE ALL EXIST'G WD. BLOCKING. PATCH AND REPAIR ALL RM. SURFACES FOR 'WHITE BOX" - STUB UP WATER AND SEWER CUT OF DUCTWORK AT WALL - CUT OF ELECTRICAL AT WALL - - - - - - - RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE ELEC. SERVICE RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE PHONE. SERVICE PARTITION SCHEDULE TYPE A NEW INTERIOR PARTITION: 5/8- GYPSUM BOARD ON BOTH SIDES OF 3-5/8' 25 GA. GALV. METAL STUDS ® 16' O.C. (REFER TO WALL SECTION 1-A4.1) PROVIDE SOUND ATTENUATION IN RM NUMBER 109A TYPE B: EXISTING DEMISING PARTITION TO REMAIN. TYPE C EXISTING (1) HOUR FIRE -RATED DEMISING WALL: TYPE INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL m TYPE D NEW (1) HOUR FIRE -RATED PARTITION: TYPE (1) LAYER 5/8' GYPSUM TYPE 'X' BOTH SIDES OF 3-5/8' 25 GA.GALV. METAL ,STUDS ® 16' O.C. NTH MINERAL WOOL SOUND ATTENUATION (REFER TO WALL SECTION 2 A4.1) TYPE E: EXISTING EXTERIOR CMU WALLS TO REMAIN 1.- PARTITIONS TO BE BUILT TO THE DECK W/INSULATION AND 5/8- GYPSUM BOARD. I3.- NEW DOOR TO BE STAINED SOLID CORE WOOD DOORS. 0 OFFICE 1098 o L 109A OFFICE OFFICE EXIST. TRAVEL DISTANCE = 64 FEETColtuxx 1 TRAVEL DISTANCE = 62 FEET EXIST. 1 RFCFPT4DFTICF a 41 1 OFFICE FAX -COPY O 1 OFFICE 106 FOYER OFFICE EXIST. 116 OFFICE SPACE CONSTRUCTION DOCUMENTS 1 108 BREAK TOILET 114 1 TOILET 0 0 JI O O 1 O IA W K E 0V CPTO0 5 a 7 o c o ry I V oF4 C I H 04r` N O, d o m w n nQVCoLaa.v n Q c J-ewg cq zJVG' tvv ea 0 N Qn X Q Q Qo 0 U woWUviocOwLozC a 40 N I o LLi LLJ 0ot U) F U Z Z ( tL 0 0 J U PROJ NO: 0310 CAD FILE: AW SHEET NO: A1.0 W iztx lQ4-i.1 PLUMbUOG STUB OUT 4" DRAIN & PROVIDE COLD WATER SUPPLY LINE. FIEI n VERIFY EXISTING SEWER FOR CONCRETE Ste$ DEMOLITION AND NEW SEWER LINE CONECTION 16'-01/2" 5" 17'-10" 30'-3 ADJOINING TENANT SPACE - REMOVE ALL EXIST'G WD. BLOCKING. PATCH AND REPAIR ALL RM. SURFACES FOR 'WHITE BOX" STUB UP WATER AND SEWER I CUT OF DUCTWORK AT WALL - - CUT OF ELECTRICAL AT WALL - - - - - - - RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE ELEC. SERVICE PROVIDE NEW 200 AMPSRUN (2) CONDUITS W/PULL STRINGS FOR FUTURE PHONE. SERVICE ELECTYRICAL PAN L PARTITION SCHEDULE TYPE A NEW INTERIOR PARTITION: 5/8" GYPSUM BOARD ON TYPE 'A' BOTH SIDES OF 3-5/8" 25 GA. GALV. METAL STUDS ® 16' O.C. (REFER TO WALL SECTION 1-A4.1) PROVIDE SOUND ATTENUATION IN RM NUMBER 109A TVFE_vB_ w__ TYPE B: EXISTING DEMISING PARTITION TO REMAIN. nompgr TYPE C EXISTING (1) HOUR FIRE -RATED DEMISING WALL: TYPE INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. m TYPE D NEW (1) HOUR FIREDNEWHOURFIRE -RAID PARTITION: 1) LAYER 5/8' GYPSUM TYPE 'X' BOTH SIDES OF 3-5/8" 25 GA.GALV. METAL STUDS A 16" O.C. WITH MINERAL WOOL SOUND ATTENUATION (REFER TO WALL SECTION 2 A4.1) TYPE E: EXISTING EXTERIOR CMU WALLS TO REMAIN NOTES 1.- PARTITIONS TO BE BUILT TO THE DECK W/INSULATION AND 5/8" GYPSUM BOARD. 3.- NEW DOOR TO BE STAINED SOLID CORE WOOD DOORS. EXISTING (1) HOUR FIRE -RATED GWB DEMISING WALL TO REMAIN. INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. I _ TYPE C _ Al TYPE B101I mllRECEPT-OFFICE 100 FOYER J 3 102 CORRIDOR TYPE B CONSTRUCTION DOCUMENTS PROVIDE CASE OPENING W/ BOTTOM OF BULKHEAD AT ® 9'0" AFF. 4 7/8" 4 718- 8" 14"X 3/4" THICK PLYWOOD SHELVES AT 6'-0" AFF. AND II 7'-3" AT AFF. W/1/2"DIVIDERS I I AT 3'-0' C/C REFER TO II 2/AB.1 FOR DETAILS II I I I I I I I 109E " I. I N PLAN ROOM I! W/INSULATION PROVIDE OPENING o FOR NEW 3'-0" DOOR 109A OFFICE 25 -0 7-4 EXISTING (1) HOUR FIRE -RATED GWB DEMISING WALL11TO REMAIN. 4" CU C> w 115 ja o TOILET T\ OFFICE SPACE Twr a 100 OFFICE I I 03 I I STAND ALONE A/C ROOF TOP UNIT FOR THESE THREE OFFICES 1-09-1 W OFFICE^ TYPE B PROVIDE 4'-0" FOR NEW OPENING B TYPE B 112 m TOILET OFFICE m W W La PROVIDE OPENING FOR NEW 3'-0' , 108 BREAK ROOM PROVIDE TV RACK W/SUSPENSION FROM JOIST TYPE B OFFICE II FAX -COPY II OFFICE II OFFICE I I OFFICE TYPE E m La DOOR TO BE LOCKED m II Ot Rw113 LOUNGE 114 TOILET COVER FOR END OF KITCHEN COUNTERTOP o i 0J m i 0 0 0 IN c M 0u a n0 0 C N S a8 J U N i Q nCy W V wos C 99,1,11 OD o n 0- g0 m pin Wages Q V C' N a=a O to Z M jj,yy o Q Q Qou7J CL mv% O p L) p LAJ j xowVViu- oZwo D_ reO rni N w Z i U O to I= F 0 z 0 QL z O a U QQO 0 Of 0 LLL_ U PROJ NO: OM CAD FILE: A1.1 SHEET NO: All CONSTRUCTION DOCUMENTS ELECTRICAL FIXTURE SCHEDULE MARK DESCRIPTION MANUFACTURER do MODEL NO. LAMPS REMARKS A 2X4 FLUOR LAY -IN LIGHT0UER' 2TG232/120V 3) F032/ T8 B EXIT LIGHT EXIDE / EPN 7DO BD S/D R OT 120/277 3) F032/ T8 C NEW FIXTURE 24X48 PARABOLIC E EXISTING FIXTURE TO REMAIN M JI o ZO I C . S WK V CP0uv0 C 5 a 8 P J co U OO N W L C a J ao d 4 P O x WW d vn Q p J W p n = o x Neal`. Z O N Z n 1 nIN X W oQJVa e Q 0 u] JQ' N O C U OW 0 u; owVVLoz a Y O rni v Z f1 J e W VwJ U LLJ F2 Un F O Z r Z V U Q W Q w V- w W w PROJ NO: 0310 CAD FlLE: A3.1 SHEET NO: All EXT'G BUIT UP ROOFING. m KEYNOT j>-5/8' X 20 GA. GALV. STEEL C-STUDS AT 16' O.C. ONT. 20 GA. GALV.STEEL RUNNER TRACK AT PARTITION SE W/MIN. 1-RETURN LEGS, ANCHORED TO FLOOR SLAB AT 24" C/CV MAX. Q3. 5/8" GYP. BRD. INSTALLED W/1' LONG TYPE S SELF -TAPPING STEEL SCREWS SPACED AT 8" O.C. ALONG BOARD EDGES,AND AT 12- C/C IN FIELD JOINTS IN 4" WIDE GYP. BOARD PANELS SHALL BE ORIENTED VERTICALLY, AND STAGGERED ON OPPOSITE SIDES OF WALL ASSEMBLY. HOLD BOT. EDGES OF BOARDS APPROX. 3/16' ABOVE FLOOR SLAB FOR SEALANT SPACE. SEAL JOINTS W/2" WIDE PAPER TAPE k PREMIXED JOINT COMPOUND APPLIED IN 2 COATS OVER JOINTS do SCREWS. SEAL TOP EDGES OF BROS. T.)REFER TO ROOM FINISH SCHEDULE FOR BASEBOARD AND 7 NNISH FLOORING REQUIREMENTS. QCONCRETE FLOOR SLAB. WHITE ACOUSTICAL CEILING, IN WHITE T-BAR SUSPENSION TEM. Z.ROVIDE R19 BATT INSULATION ABOVE ACT. IN OFFICE EXPANSION AREA. NEW PARTITION TYP. A Al, Sm IlAr = to HR FIRE -RATED NONBEARING WALL IN EXACT ACCORDANCE WITH UL DESIGN / U465(REFER TO SHEET # FP-1); AND ADD MINERAL WOOL BUIT UP ROOFING. QI H 0 s c z i U Z J ouj cDz Q N Q w Jd ?C W0d' Q rn KEYNOTES 1. 9-5/8" X 20 GA. GALV.STEEL C-STUDS AT 16" O.C. 2. ONT. 20 GA. GALV.STEEL RUNNER TRACK AT PARTITION BASE W/MIN. 1 RETURN LEGS, ANCHORED TO FLOOR SLAB AT 24- C/C MAX. Q3. 5/8' TYPE "C" OR 'X' FIRECODE GYP. BRD. INSTALLED W/1' LONG TYPE S SELF -TAPPING STEEL SCREWS SPACED AT 8" O.C. ALONG BOARD EDGES,AND AT 12- C/C IN FIELD JOINTS IN 4' WIDE GYP. BOARD PANELS SHALL BE ORIENTED VERTICALLY, AND STAGGERED ON OPPOSITE SIDES OF WALL ASSEMBLY. HOLD BOT. EDGES OF BOARDS APPROX. 3/16" ABOVE FLOOR SLAB FOR SEALANT SPACE. SEAL JOINTS W/2' WIDE PAPER TAPE do PREMIXED JOINT COMPOUND APPLIED IN 2 COATS OVER JOINTS do SCREWS. SEAL TOP EDGES OF BRDS. TO DECK ABOVE W/ JOINT TAPE AND COMPOUND. 4 CONT. BEAD OF FIREPROOF CAULK IN 1/8" TO 1/4" JOINT ABOVE FLOOR. 5. LECT. J-BOXES IN FIRE -RATED ASSEMBLY SHALL BE STAGGERED, SO AS TO AVOID MORE THAN (1) BOX IN EACH STUD CAVITY. PROVIDE NONMETALLIC OUTLET BOXES do FITTINGS CLASSIFIEDS FOR FIRE RESISTANCE PER U.L. CLASSIFICATION 'CEYY' OR ELSE PROVIDE METALLIC BOXES AS SPECIFICALLY REQUIRED BY LOCAL BLG.OFFICIAL FOR USE IN FIRE -RATED PARTITIONS. WHERE METAL PIPES OR CONDUITS UP TO 2" IN DIA. PENETRATE GYP. BOARD, SEAL PENETRATION W/ UL. CLASSIFIED SEALANT CLASSIFIED TO 78V EQUIVALENT TO 'G.E. PENSIL 500-. 7WHERE STRUCTURAL MEMBER PENETRATE FIRE -RATED PARTITION, COPE GYP. BOARD NEATLY AROUND PENETRATING MEMBERS LEAVING 1/8' +/- CLEAR SPACE. CAULK RESULTING VOID W/ U.L. CLASSIFIED FIREPROOF SEALANT. 8. EFEI TO ROOM FINISH SCHEDULE FOR BASEBOARD AND FINISH FLOORING QUIREMENTS. 9. ONCRETE FLOOR SLAB. 1 ITE ACOUSTICAL CEILING, IN T-BAR SUSPENSION SYSTEM. PROVIDE R19 BATT INSULATION ABOVE ACT. IN OFFICE EXPANSION AREA. NEW (1) FIRE -RATED NONBEARING WALL TYP. D SCALE 3/4 = t-0' CONSTRUCTION DOCUMENTS 1 REMAIN EXISTING LAYERS FOR NEW FIRE STOP AND ATTACH 3-5/8' METAL STUD REINFORCE JOINT WITH CAULK. NEW (1) HR. FIRE RATED NONBEARING WALL (1) LAYER 5/8" TYPE "X" GYPSUM BOARD, BOTH SIDES OF 3-5/8' X 20 GA.GALV. MTL. STUD SPACING AT W.O.C. FIRE CAULK eFIRE RATED TRACKING DETAIL Al, SCAII=t=t-w NEW (1) HOUR FIRE -RATED NONBEARING WALL NEW PARTITION: 5/8' GYPSUM BOARD ON BOTH SIDES OF 3-5/8- 20 GA. GALV.MTL. STUD' SPACING AT 16' O.C. 3B FIRE RATED TRACKING DETAIL IZV Sfi11l: t = td no c ao O O o wr E 0u cPe 0 0 u C T OI J co R C WN 0 Qi IL xnN 0 IL CrQ v V tL N IL Z O N Z n WnM w oa owJVzo Q a Jt1tA00 0 OW fN O V oOLVL O_ LL M U20 O z 7 ZO Lu 0In I= N 0 Q U z z J F- a a Q w 0 0 0 PROD NO: 031D CAD FILE: M.1 SHEET NO: A4.1 ROOM FINISH SCHEDULE I NUM I ROOM NAME I FLOOR FINISH I WALL BASE I WALL FINISH I CEILING FINISH I REMARKS CONSTRUCTION DOCUMENTS 1/2" H W Lu z V1 ZLa N a 14"X3/4"THICK, a H 3 -0" 6" 8" PLYWOOD SHELVES O z U 1 i- W 1Z p o 1 as I AT 7'-3" AFF. w a m x o 0 0 0 1/2"THICK PLYWOOD F a o O 1...1 ui U z N w H 1 Q 1 N DIVIDERS AT 3'-0" I -, 1 O J U 00 N N a ui m a In a z 3 J a N a Q vF o 3 co 8"x24"xl 4 co1 /" J m w z Z 0- Z a i 1 WOOD GLASSTEMPERED 14"X1 2 THICK PLYWOOD o o W o J 3 w 1 J 3 1 w o o a 5 U FRAME 11 BACK -SIDE. z S z m z m J F z WOOD 14 X3 4 THICK o„ 3 W N W N W N F„ 3 FRAM PLYWOOD SHELVES co w z o v w 0 C> w o a w w z AT 6'-0" AFF. OLID CORE WOOD DR. SOLID CORE WOOD DR. STAINED PAINTED TO MATCH EXISTING PROVIDE 8" MTL. BLOCKING AS109OFFICEXXXX REQUIRED. to 109A OFFICE X X X X 109E PLAN ROOM X X X X X e TYPE "A" e TYPE "B" ABA, Aa, V4`40 V4 f.V T„.,- . » 2 SHELVES DETAIL115TOILETXXXX 116 OFFICE SPACE I X X X X X X ROOM FINISH NOTES- j 1. THERE SHALL BE NO CHANGE IN FINISH FLOOR ELEVATION GREATER THAN 1/4", UNLESS A TRANSITION STRIP OR RAMP IS UTILIZED TO PROVIDE A 1:12 MAX. SLOPE. PROVIDE A CONT. TAPERED TEANSITION STRIP WHERE THIN FLOORING SYSTEM SUCH AS CERAMIC TILE). TRANSITION STRIPS SHALL BE MARBLE WHEN ABUTTING CERAMIC OR QUARRY TILE, AND MAY BE METAL WHEN ABUTTING ONLY CARPET OR VINYL FLOORNG. 2. PATCH AND REPAIR ALL ROOM SERVICES SURFACES AFFECTED BY RENOVATION DOOR AND HARDWARE SCHEDULE DOOR NO. DOOR SIZE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH TYPE LOCKSET FUNCTION HARDWARE NOTES REMARKS 00 x x TO BE LOCKED EXISTING 01 3'-0" x 6'-8" x 1-3/4" SOLID CORE PAINTED WOOD PAINTED B PUSH/PULL A VISION PANEL 02 3'-0" x 6'-8" x 1-3/4" SOLID CORE STAINED WOOD STAINED A PUSH-BUTTON A 03 3'-0" x 6'-8" x 1-3/4" SOLID CORE STAINED WOOD STAINED A PUSH-BUTTON A ADD DR. STOP TO EXT'G FRA)i 04 3'-0" x 6'-8" x 1-3/4" SOLID CORE STAINED WOOD STAINED A PUSH-BUTTON A UNLESS OTHERWISE NOTED, ALL LOCKSETS SHALL BE MATCHED TO EXISTINGLOCKSETFUNCTIONSANDSHALLBECERTIFIEDBYMFR. FOR ADA COMPLIANCE. PUSH BUTTON ENTRANCE/OFFICE LOCK WITH PUSH BUTTON, ANSI F82, GRADE 1, EQUIV. TO SCHLAGE D50PD TURN/PUSH ENTRANCE LOCK W/ TURN/PUSH BUTTON, ANSI F82, GRADEI, EQUIV. TO SCHLAGE D53PD STOREROOM STOREROOM LOCK, ANSI F86, GRADE 1, EOUIV. TO SCHLAGE D80PD PASSAGE PASSAGE LATCH, ANSI F75, GRADE 1, EQUIV. TO SCHLAGE DIOS PRIVACY PRIVACY LOCKSET WITH EMERGENCY ACCESS, ANSI F76, GRADE 1, EQUIV. TO SCHLAGE D40S PUSH/PULL HAGER 30S PUSH PLATES, 3" X 12" X .050" AND HAGER 3G PULL, 3/4" DIA. X 8" X 2-1/4" PRDJ. X 1-1/2" CLR. A I AUTOMATIC CLOSER, ANSI A156.4, GRADE 1, LCN 4041 SERIES W/ DELAYED ACTION. ADJUST FOR 5 LB. MAX. OPENING FORCE. 5/8" GYP. 3-5/8" X GALV MTL FRAMING A 3-5/8" X GALV MTL HEADER 3/4" X 2" WOOD TRIM STAINED WOOD DOOI AND FRAMI STAINED WOOD FRAME AND DOOR STAINED 3/4" X 2" WOOD TRIM STAINED 1-1/4" X 4-7/8" WOOD FRAME STAINED 5/8" GYP. BD. 3-5/8" X 25go GALV MTL STUD FRAME eWOOD DOOR HEADER e WOOD DOOR JAMB A81 v4'=?O' A8, V4140 0 0 I JI 0 0 1 0 Ln W d an 1 9O C to s 3 o i Q f, c w N W V N o wolo" N vi 0 o a gixzwLo0oc' rago Q WJ F W vz N a L! O N Z M W 0 Q W 02 JQQOJL N o0 L) p ru 06 w V V , o o oz a Y O V) vai Y J LJ U H J OtoFF z z U W L 00V L) N PROJ NO: OM CAD FILE: ALI SHEET NO: A8.1 UL DESIGN No U465 1) HOUR FIRE RATED PARTITION Fro Resistance Ratings - ANSI/UL 263 Guide Information Design No. U465 October 14. 2002 Nonbearing Wall Rating 1 HR. 1. Floor and CoringRum» (not shown) Channel shaped runners. 3-5/8 In.wide min), 1-1/4 in. legs, famed from min No. 25 MSG (min No. 20 MSG when Item 4C Is used) gdv sled, attached to floor and ceiling with Wwas spaced 24 in. OC max 2. Steal Studs Chard shaped, 3-5/8 In. wide (min), 1-1/4 In, Legs, 3/8 In. folded bock returns, formed from min No. 25 MSG (min No. 20 MSG whan.Item 4C is used) gdv sled spored 24 In. OC max 1 Bats and Blankets• (Optional) MInerd wool or gloss fiber batts perfidy or completely filing stud costly. Sac Bolts and Blankets (BZJZ) category for names of Closdf ed companies. 3A. Fiber, Sprays& As an dtemole to Botts and Blankets (item 3) Spray applied cellulose Insulation material. The fiber Is applied with water to completely fill the enclosed conity In accordance with the application Instructions supplied with the product Namind dry density of 10 Ib/R1 U S ClimffBlfR L L C Cocoon stabilized cellulose Insulation. 38. Fiber, Sproyede As on alternate to Botts and Blankets (Item 3) and Hem 3A Spray applied cellulose insulation material. The fiber is applied with water stoInterior rfoces In accordance with the application Instructions applied with the product Applied to completely fill the entloeed cavity. Minimum dry density of 4.3 pounds per cubic f . NU -WOOL CO INC Cellulose Insulation 4. Gypsum Boorde 5/8 In. thick, 4 R wide, allaefhed to steel studs and floor and ceiling trick with 1 In. long, Type S steel scree pond 8 In. DC. along edges of board and 12 N. OC In the 6dd of the board Joints oriented vertically and staggered on apposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels). wallboard Is screw attached to hording channels with 1 In. long. Type S steel screws spaced 12 In. OC. AMERICAN GYPSUM CO Types AG-C, AGX-C. BETJBNG NEW BUILDING MATERIALS CO LTD Type DBX-1. BPS AMERICA INC BPB CELO710( Type 1, Proltoc Type )4 Proltoc Type C. CANADIAN GYPSUM COMPANY Types AR, C. P-AR, IP-X2, PC -AR, SCX M WRC or WAX G-P GYPSUM CORD, SUB OF GEORGIA-PAClFlC CORP Types S, 9, C, DAP, DD, DA. DGG, D5, GPFS6. BALES HARDE GYPSUM INC Prolloc Type X "oc Type C. LAFARGE NORTH AMERICA INC Types LGFC2, LGFC2A, LGFC6, LGFC6A, LCFC-C, LGFC-C/A. NATIONAL GYPSUM CO Types FS(-C, FSN-G, FSW-C. FSW-% FSW. NOtGIFS A/S NORFIRE XA PABCO GYPSUM, DIV OF PACIFIC COAST BtILW PRODUCTS INC Type PG-C. SAM GYPSUM INDUSTRY CO LID Type EX-1 STANDARD GYPSUM L L C Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORD Type TG-C. UNITED STATES GYPSUM CO Type AR, C, FRX-G, P-AR. P-X2, IPC-AR, SCX SHX WRC or WRX USG ME= S A DE C V Type All. C. P-AR, P-X2, PC -AR, SCX SHX WRC or WRX WESTRDC INC Type Westroc Fl-Rdc or Abuse -Resistant. 4A Gypsum Board' T (As alternate to Item 4) - Nam 5/8 In. thick gypsum panels with beveled, square or tapered edge; applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity an opposite sides of studs Horirontd edge pints and horizontal butt plots an opposite sides of studs need not be staggered or Docked Panels attached to sled studs and floor mmrier with 1 In. long Type S steel snows paced 8 In, OC when applied horizontally, or B h OC along vertical and bottom edges and 12 In, OC In the field when panels we applied vertically. CANADIAN GYPSUM COMPANY T Types AR, C, IP-AR, P-X2, PC -AR, SCX SHY. WRC or WRX UNITED STATES GYPSUM CO T T ype AR, C, FRX-C, P-AR, P-X2, PC -AR, SCX SHX WRC orWRXUSGMDOCOSADECVTTypeAKC, P-AR, P-X2, PC -AR, SCX SHX WRC or WRX 0. Gypsum Board' T (As an alternate to Items 4 or 4A) T Nam 3/4 In, thick, 4 R wW Installed as described In Item 4A with screw length increased to 1-1/4 in. CANADIAN GYPSUM COMPANY Types AR, P-AR. UNITED STATES GYPSUM CO Types AR, IP-AR. USC MOOCO S A DE C V Types AR, P-AR. 4C. Gypsum Board, As an alternate to Item 4, 4A and 40) 5/9 In. thick gypsum ponds, Installed as described In Item 4A with Type 5-12 steel screws The length and spacing of thescrewsasspecifiedunderNam4A. CANADIAN GYPSUM COMPANY Type FRX UNITED STATES GYPSUM CO Type FOX 5, Joint Tape and Compound Vinyl, dry or prembrod pint compound, applied In two cools to pinto and screw heads; paper tope, 2 In. side, embedded In list layer of aampwnd onar all )Iola As an alienate, nominal 3/32 In. thick gypsum vanser plaster may be applied to the entire surface of Classified vansar baseboard Joints reinforced 6. Resbant Chanel (Optland-Not Shown) 25 ITS: gdv steel reorient chamois spaced vatkery mac 24 In. OC, flange portion attached to each Intersecting stud with 1/2 In. long type 5-12 pmheod steel screws Not for use with Type FRX gypsum Ponds 6A Sled Framing Members (Not Shown)o As on dlemole to Item 3, haring chamois and reorient seed Usalolion do as described bdor. o. Furring Chards Famed of Na 25 MSG gdv sled 2-3/8 In. wide by 7/8 In. deep, paced 24 In. OC perpendicular to studs Chards secured to sods an described In Item b. b. Steal Framing MemmbersO Used to attach baring channels (item a) to studs (Item 1). Clips spaced 48 in. OC.. and secured to studs with 1-5/8 In. wafer or Ines hood Type S sled screw through the center grommet Furring channels are hictlen fitted Into dips PAC INTERNATIONAL INC Type RSC-1. rBeatng the UL Classification Mork CONSTRUCTION DOCUMENTS 0 n0 J so Z c I I I WO F IA o L1 u c PAe 0 c U O N Z O C4 W b10 as rm K OYn2 0 Q U eggW n " 0 a cNvrcak. Z O to Z n W nMxCL W Q a J tr7 O p U W 0viLf) oLhJO (>13U. Ix UU- aa20r7rn 0 o Z R z OtoQ W Z V)) F O F Z Z U Q Q W P: CC W LJ 0 0 LL U PROD N0: CAD FILE: FP-1 SHEET NO: FP-1 FIRE PROTECTION NOTES: 1. THE SPRINKLER SYSTEM SHALL BE INSTALLED BY AN APPROVED FIRE SPRIMOD CONTRACTOR WHO MUST SUB07 COMPLETE FIRE SPRINKLER SHOP FLANS AND HYDRAULIC CALCULATIONS, 900 AND SEALED BY HIS REGISTERED FLORIDA ENGINEER. ALL SYSTEMS SHALL COMPLY WITH FLORIDA FIRE PREVENTION, 2DO1 REOUIREMENM 2. PROVIDE ALL LABOR MATERIAL NECESSARY EQLWMD17 AND SERVICES TO COMPLETE THE FIRE PROTECTION WORK AS REQUIRED, AS SPECIE HEREIN OR BOTH. 1 THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED TO COMPLY NTH THE LATEST LOCAL CODES, NSIMS AND AUTHORITIES REQUIREMENTS TO MAINTAIN A FULLY SPRINKIERED BUIIDNG CONDITION UPON COMPLETION OF PROJECT BASED ON NFPA-13 REQUIRE111117S 4. CONTRACTOR SHALL FURNISH AND INSTALL HYDRAULICALLY DESIGNED AUTOMATIC FlRE SPOKI(IiR SYSTEMS COMPLETE N ALL RESPECTS CONFORMING TO ALL LOCAL DIRECTIVES CODE REQUIREMENTS, OWNER'S BUILDING CRITERIA AND, ALL NECESSARY SUBMITTALS TO OBTAIN OWNERS INSURER AND LOCAL AUTHORIIIES APPROVALS PROVIDE AS-BULT/ MODIFIED FIRE PROTECTION SHOP DRAWINGS AS REQUIRED. 5, FURNISH ALL NECESSARY EQUIPMENT, LABOR, AND DESIGN EXPERTISE 70 DESIGN AND CONSTRUCT INSTAL1A71)NS OF SPRIMI(LER BADS, VALVES SWITCHES. CONTROLS, ALARMS, TESTING FACILITIES, ETC. TO ACCOMPLISH REQUIRED BUILDING COVERAGES. 6. ALL MATERIALS AND WORIOIANS IP SHALL BE N S7RICT ACCORDANCE WITH ALL OWNER REQUIREMENTS AND LOCAL CODES AND ORDINANCES MATERIALS SHALL BE NEW AND FREE OF DEFECTS 7. ALL PIPING SHALL BE SUPPORTED FROM BUILDING IN AN APPROVED MANNER. PIPE SPECFICATIOk FOR LINES 2 1/2' AND LARGER USE BLACK STEEL. SCHEDULE 10 AS7M A 135-73A 1WTH ROLLED MECHANICAL COUPLINGS AS PER NFPA AND U. APPROVED FOR FIRE SPRINKLER SERVICE. FOR LINES 1' TO, 2' USE STEEL 7HREADABLE THINWALL PPE TYPE X& BY ALLIED TUBE AND CONDUIT. ASIM A135-73Z GRADE B VAIN MALLEABLE IRON, 150 PSI BANDED OR CAST IRON 175 PSI, THREADED, BLACK ANSI B 16.3 OR B 16.4. FOR UNDERGROUND IDES INSIDE AND OUTSIDE THE BUILDING USE DUCTILE IRON PIPE CLASS 52 WITH COEDIT UNNG, ANSI A21.4.74. USE WITH MECHANICAL JOINT CAST IRON FILLINGS ANSI A21.10-71, MASS 250. SPRIHIQDt TEST LINES AND DRAIN PIPING SMALL BE GALVANIZED STEEL PIPE, SCHEDULE 40. ASTM A-53-78 GRADE A OR A-135-73A, GRADE A 9. TEST ALL FIRE SPRNIM PIPING AT 200 PSI MINIMUM HYDROSTATIC PRESSURE FOR A MNNUM OF 2 HOURS, OR AT 50 PSI N EXCESS OF THE MAXIMUM PRESSURE WHEN THE MAXIMUM PRESSURE TO BE MAINTAINED N THE SYSTEM IS IN EXCESS OF 150 PSI. Ia CONTRACTOR SHALL PROVIDE FIRE DEPARTMENT TEST VALVES, ETC AND PERFORM AND/CR PAY FOR ALL TESTS INDICATED AND REQUIRED FOR THE FIRE PROTECTION SYSTEMS 11. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, INSPECTIONS, INSURANCE AND TAXES REQUIRED TO INSTALL AID COMPLETE THE FIRE PROTECTION SYSTEMS. 11 ALL W= SHALL BE COORDNAIIED WITH OTHER TRADES TO AVOID CONFLICTS AND INTERFERENCES WITH THE PROGRESS OF CONSTRUCTION. 11 PROVIDE ALL MATERIALS AND SERVICES REQUIRED FOR ELECTRICAL 70 MAKE FIRE ALARM SYSITMS OPERATIONAL AS RELATED TO FIRE SPRINKLER SYSTEM. It VERIFY ALL VOLTAGES WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. 15. SUBMIT SHOP DRAWINGS OF ALL MATERIALS AND EQUIPMENT FOR PROCESSING PNOR 70 INSTALLATION. 1& VERIFY ALL DIMENSIONS AND CLEARANCES WITH THE STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 17. ALL SPRINKLER HEADS INDICATED ON DRAWINGS PREPARED BY ENGINEER OF RECORD FOR THE FIRE SPRINKLER SYSTEM ARE FOR COORDINATION PURIW ONLY. CONTRACTOR SHALL VERIFY COVERAGE AND ADD HEADS AS REQUIRED. I& PROVIDE SPARE HEADS AND W OOKES) N LOC(ABIE METAL CABINET, LOCATE AS DIRECTED BY ARCHITECT. 19. LOCATE SPRYNIM HEADS SYMMETRICALLY WITHIN EACH AREA. COORDINATE WITH LICIT nxim& PLUMBING PLPES AND STRUCTURAL BEAMS 20. HEAVY WIRE GUARDS SHALL EE PROVIDED FOR SPRINKLER HEADS LOCATED WHERE SUBJECTED TO BDMG ACCIDENTALLY HIT. 21. PROVIDE DEFLECTORS TO KEEP SYSTEM FROM DISCHARGING ON ELECTRICAL PANELS, EQUIPMENT, E711 22. PROVIDE ALL ACCESS PANELS, IDENTIFICATION TAGS, AND SIGN, ETC. COORDINATE LOCATIONS 1117H ARCHITECT. 21 PRIOR TO COMMIENCE71D1T OF WORK, VERIFY MEASUREMENTS AT BULDING SITE SUBMIT DISCREPANCIES AND DIFFERENCES TO AR007ECT FOR CDNMMA71ON AND DECSCN BEFORE PROCEEDING 24. OBTAIN FULL INFORMATION REGARDING PECULIARIIIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUp11ENT AND MATERIALS UNDER CONTRACT AND PROVIDE READY ACCESSABLITY 70 VALVES, SWITCHES AND OTHER APPARATUS, INCLUDING ANY PART OF THE SYSTEM REQUIRED 70 BE REACHED FOR MAINTENANCE AND OPERATIONS 25. CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE FIRE PROTECTION WORK, AND REPAIR ALL FLOORS, WALLS. ETC DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER DOS HEADING MUST CONFORM N EVERY RESPECT WTM THE ARCHITECTURAL, STRUCTURAL AND FIRE RATNG REMR007S AND TO FINISH AND QUALITY OF MATERIALS AND S OFED 26. SUBMIT DRA ALL MATERIALS, EQKPMITT ANDSTTEMS TO THE OWNER'S AND 7EIAN7'S INSURANCE ACDNCIES AND ALL AUTHORITIES HAVING JIMSDIC71ON AND OBTAIN DOOR APPROVAL AND/OR PERMIT PRIOR TO SUBMITTING THE SHOP DRAWINGS TO THE ARCHITECT FOR RECORD AND PROCEEDING HIM PROCJREIIENT AND INSTALLATION. 27. PROVIDE ADEQUATE HEADROOM AND SPACE FOR INSTALLATION OF PLUMBING PIPES, HVAC DUCTS, PIPING AND EQUIPMENT, LIGHTING, ETC ALL WORK SHALL BE COORDINATED WITH ALL DRIER TRADES TO AVOID CONFLICTS AND INTERFERENCES WIN OTHER TRADES 2& PROVIDE PR07ECIO1 FOR WADS AND SYSTEMS DURING COURSE OF WORK BY OTHER TRADES REPLACE ANY DAMAGED HEADS AND EQUIPMENT PRIOR TO ACCEPTANCE OF SYSTEMS 29. GENERAL COU RM70R AND FIRE PR07ECDCN CONTRACTOR SHALL EACH GUARANTEE ALL FIRE PROTECTION SYSTEM MATERIALS AND WORKMANSHIP FREE FROM DEFECT FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. SYSTEM No W-L-2098 UL ASSEMBLY DESIGN FOR THROUGH PENETRATION FIRESTOP (FOR PVC PIPE PENETRATING FRAME WALL) though - Penetration FIrestop Systems Elbe Informotion System Mo, W-L-2098 January a 1997 F Rotings 1 and 2 Hr (See Item 1) T Ratings 1 and 2 W (See Item 1) L Rating At Ambient Len Than 1 CFM/Sq Ft L Rating At 400 F 4 CFM/Sq Ft 1. Wall Assembly The flre nrted gypsum wallboard/stud wall assembly shall be constructed of the materials and In the manna specified In the Individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shill Include the following construction features: A Studs Wei framing may consist of either wood studs or sled channel studs Wood studs to consist of nom 2 by 4 in. lumber spaced 16 In. OC. Sleet studs to be min 2- 1/2 In. wide and spaced max 24 h OC. B. Gypsum Boar& 5/3 In. thick, 4 R wide with square or lappered edges The gypsum wallboard type, thkknes% number of loyas, fastener type and sheet orientation shall be as spedfied In the Ind"ol Wall and Partition Design. Max dlom of opening is 4- 3/8 In. The hourly F and T Ratings of the frrestop system are equal to the hourly he rating of the wall assembly In which It Is Installed 2. Through Penetrants One nonmetallic pipe Installed within the frestop system. Pipe to be rigidly supported on both sides of floor or wall assembly. The space between pipe and periphery of opening shall be min 3/4 in. to max 1-1/4 in. Pipe to be rigidly supported on both sides of the floor or wall assembly. The following types and sixes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe Mom 2 in. diem (or under) Schedule 40 PVC pipe for use In dosed (process or supply) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nam 2 In. diom (or under) SDR17 CPVC pips for use in dosed (process or supply) Pon systems. 1 Fill. Void or Covily Molaiale Sealant nstaged to completely fill the annular space between the pipes and gypsum wallboard an both sides of wall. HLTI CONSTRUCTION CHEMIC" DIV OF HLTI INC FS611A or FS-Ons Sealant Note: L Ratings apply only when FS-ONE Sealant is used). Bearing the UL Classification Marking CONSTRUCTION DOCUMENTS SECTION A -A SYSTEM No W-L-1085 UL ASSEMBLY DESIGN FOR THROUGH PENETRATION FIRESTOP (FOR SLEEVES PIPE OR CONDUIT PENETRATING FRAME WALL) Through- PenetroUa+ Firestop Systems tide Information System No. W-L-1085 November 24, 1999 F Ratings 1 and 2 Hr (See Ilan 18) 7 Rating 0 Hr L Rating At Ambient Less Than 1 CM/Sq Ft L Rating At 400 F 4 CM/Sq Ft 1. Wall Assembly The 1 or 2 In, fire-roled gypsum wallboard/stud wall assembly end be constructed of the materials and in the manna specified In the ind'ividudU300 or U400 Series Wag and Partition Designs In the UL Fire Resistance Directory and shell include the following construction features A. Studs Wofl homing may consist of either wood studs or steel channel studs. Wood studs to consist of non 2 by 4 in. lumber spaced 16 in. OC. Sled studs to be min 2- 1/2 in, wide and spaced max 24 h OC B. Gypsum Boord• 5/9 in. thick, 4 H wide with squaws or tapered edge& The gypsum wallboard type, number of loyes, fastener type and sheet orientation shill be as specified in the ndividud Wall and Partition Design. Max diom of opening is 13-1/4 in. Dion of circular opening cut through gypsum wallboard an each side of wag assembly to be min 1/4 in. to max 1/2 n. forger than outside diom of though penetrant (Ilarn 2). The hourly F Rating of the frestop system Is equal to the hourly fire rating of the wall assembly in which R is Installed. 2. Through Penetrants One metallic pipR conduit or tubing to be installed either concentrically or eccentrically within the freslop system. Ppe, conduit or tubing to be rigidly supported on both sides of wall oswnbly. The orrlor space between the though - penetrant and the periphery of the opening shag be min 0 in. to max 1/4 in. The following types and sizes of metallic plea, conduits or tubing may be used: A. Sled Pipe Mom 12 in. diem (or smaller) Schedule 10 (or heavier) sled pipe. B. Iran Pipe Nan 12 in. dram (or under) cost or ductile iran pipe. C Conduit Mom 6 in. dam (or smile) sled electrical metdic tubing or sled conduit. D. Copper Tubing Nom 6 in. diom (or smiler) Typs L (or heavier) copper tubing. E. Copper Pipe Nan 6 in. dam (or smaller) Regular (or heavier) copper pipe. 1 Pill, Void or Cavity Moterid• Sealant Fill molerid to be forced into the annulus to maximum extent possble. Additional II moterid to be Installed such that o min 1/2 In. crown is formed around the penetroting item and lopping 1/4 in. beyond the periphery of the oponng HLTI CONSTRUCTION CHEMICALS, DIV OF HLTI INC FS-One Sealant Bearing the UL Clmsificetion Mating g o 1 o J m p Zp p I I I Y1 W o E u it 0 v0C N a o D O C4 w V i N o' n C o N rn 00 0 in O at K nCj N 0 0 WWW IL Q 0 JKWV z Nra Z O to M ZQLd ^ M W 0 Q ZO i Op pW a W L) V Fri o LLL OZ Y O M aU) i O Z o ZONa L LiW 0 O 1n I= 1= U Z Z L W W Ofa' 0 l,Jl O PROJ NO: CAD FILE: FP-2 SHEET NO: FP- 2 le REMOVE ALL EXIST'G WD. BLOCKING. PATCH AND REPAIR ALL RM. SURFACES FOR "WHITE BOX" STUB UP WATER AND SEWER CUT OF DUCTWORK AT WALL CUT OF ELECTRICAL AT WALL RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE ELEC. SERVICE RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE PHONE. SERVICE PARTITION SCHEDULE TYPE A NEW INTERIOR PARTITION: 5/8" GYPSUM BOARD ON TYPE W BOTH SIDES OF 3-5/8" 25 GA. GALV. METAL STUDS 0 16- O.C. (REFER TO WALL SECTION 1-A4.1) PROVIDE SOUND ATTENUATION IN RM NUMBER 109A 7yPprT TYPE B. EXISTING DEMISING PARTITION TO REMAIN. TYPE C EXISTING (1) HOUR FIRE -RATED DEMISING WALL: TYPE INSTALL BLOWN -IN MINERAL WOOL SOUND ATTENUATION IN EXISTING WALL. m TYPE D NEW (1) HOUR FIRE -RATED PARTITION: TYPE (1) LAYER 5/8" GYPSUM TYPE "X" BOTH SIDES OF 3-5/8" 25 GA.GALV. METAL STUDS 0 16" O.C. WITH MINERAL WOOL SOUND ATTENUATION (REFER TO WALL SECTION 2 A4.1) TYPE E: EXISTING EXTERIOR CMU WALLS TO REMAIN I1.— PARTITIONS TO BE BUILT TO THE DECK W/INSULATION AND 5/8" GYPSUM BOARD. I3.- NEW DOOR TO BE STAINED SOLID CORE WOOD DOORS. EXISTING HVAC TO REMAIN — EXISTING HVAC TO REMAIN — CONSTRUCTION DOCUMENTS 1 run •__ __• 0• 5" DIA tso lEe MVd!wll M . 11" DIA DIA DIA ,b DIA M 70 7" DIA of""% EXISTING HVAC M TO REMAIN — 1 0 300 10- DIA M N W "AIR HANDLER UNIT BY r, NNOX",TO BE OUTDOOR ffl U TS INSTALLED ON THE E TING ROOF ABOVE MC ORDINATE EXACT LOCATION lip DIA., ; HVAC CONTRACTOR. I I 13" DI T THERMOSTAT DIA. EXISTING HVAC LOCATION TO REMAIN — ABOVE LIGHT SWITCH 11 n0 c p JI O O I O Vf WIK r E 0V CPh0 0g Ctoor a 8 m O O N N W Nm C cr., F No p010 o o Lo o w Ir 0 u Wag^ L z V Zc! N*ate O N Z n n W 0 Q V QoQILaocNOp U O LuwVc"i N o o L6 a u- FZa a Y 0 M IN Z CC I Oit 10 u.. 0 LJ Lu ( U0 r Z O FQa Z Z = U V F Q Q W O_ 0 ix U PROD NO: 0310 CAD FlLE: Mt1 SHEET NO: M1.1 CONSTRUCTION DOCUMENTS HVAC GENERAL REQUIREMENTS A/C EQUIPMENT SCHEDULE FLORIDA MODEL ENERGY CODE FORMS FOR THIS PROJECT HAVE BEEN FILED GENERAL: OUTDOOR AIR HANDLER UNIT BY *LENNOX INDUSTRIES COMMERCIAL CBG' IN THE BUILDING DEPARTMENT. 3 TON RTU. MODEL / LCA036H SEER 13. H.V.A.C. CONTRACTOR SHALL PROVIDE ON -SITE FINAL TESTING AND BALANCING OF H.V.A.C. SYSTEMS INSTALLATION: HVAC DESIGN IS CONCEPTUAL ONLY, AND ILLUSTRATES SYSTEM CONFlGURATION(S) APPROX. 30 DAYS AFTER OCCUPANCY OF BUILDING BY OWNER. H.V.A.C. CONTRACTOR SHALL BE WHICH ARE GENERALLY FEASIBLE. HVAC CONTRACTOR SHALL CONFIRM SYSTEM ON CALL TO PROVIDE ADDITIONAL TESTING AND BALANCING OF SYSTEM TO ACHIEVE OPTIMUM COMFORT ON THE ROOF. REFER TO 'LENNOX INDUSTRIES COMMERCIAL CBG' DESIGN AND COMPONENT SIZING, AND SHALL ADAPT THE DESIGN TO ARCHITECTURAL FOR THE OWNER, FOR A PERIOD OF ONE YEAR AFTER OCCUPANCY (I.E. BALANCE THROUGHOUT SPECIFICATIONS FOR DETAILS AND REQUIREMENTS. AND STRUCTURAL CONDITIONS IN -THE FIELD. WHERE REQUIRED, HVAC CONTRACTOR 4 SEASONS). SHALL PROVIDE FOR RE -SIZING AND/OR RELOCATION OF COMPONENTS IN THE FIELD, ALL HVAC COMPONENTS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MFR.'S PRINTED COORDINATE WITH EXIST. STRUCTURAL CONDITIONS FOR EXACT TO ACHIEVE SUCCESSFUL INSTALLATION, AND TO PROVIDE ADEQUATE FIELD INSTALLATION AND MAINTENANCE LITERATURE. COMPONENTS REQUIRING PERIODIC MAINTENANCE LOCATION. CLEARANCES FOR MAINTENANCE AND SERVICE. HVAC CONTRACTOR SHALL (I.E. MOTORS, DAMPERS, BEARINGS, FILTERS, ETC) SHALL BE INSTALLED SO AS TO PERMIT ACCESS FOR PROVIDE ALL NECESSARY OFFSETS, RISERS, TRANSITIONS, ETC. (WHETHER OR NOT SERVICE WITHOUT DAMAGE OR ALTERATION TO THE BUILDING STRUCTURE, FINISHES OR OTHER EQUIPMENT. THERMOSTAT: INDICATED ON DRAWINGS). FINAL SIZING AND CONFIGURATION OF DUCTWORK SHALL HONEYWELL-CHRONOTHERM III' T8611 HEAT PUMP THERMOSTAT BE THE SOLE RESPONSIBILITY OF THE H.V.A.C. CONTRACTOR. INSTALL THERMOSTATS, FANS INTERLOCK RELAYS, MOTOR STARTERS, CONTROL WIRING, ETC. AS REQUIRED PROGRAMMABLE" FOR A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE COMPLETE TESTING AND TROUBLESHOOTING DESIGN CRITERIA FOR DUCTWORK (PER DUCT SIZING CHART) OF ALL COMPONENTS AND SYSTEMS. SECURE FOR THE OWNER ALL STANDARD WARRANTIES, AND GENERAL SPECIFICATIONS: 0.1' STATIC PRESSURE FOR SUPPLY DUCTWORK. - EXTENDED WARRANTIES WHERE AVAILABLE FOR COMPRESSORS, HEAT EXCHANGERS AND OTHER KEY COMPONENTS. FURNISH OWNER WITH OPERATION AND MAINTENANCE LITERATURE, AND ON -SITE DIMENSIONS : 60" LENGTH X46' WIDE X23' HEIGHT 0.05" STATIC PRESSURE FOR RETURN DUCTWORK. INSTRUCTIONS. ALL DUCTWORK SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE HVAC CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY AGAINST DEFECTS IN MATERIALS, DESIGN, NET WEIGHT BASIC UNIT: 300 LBS. WITH LATEST S.M.A.C.N.A. STANDARDS AND NFPA 90A. INSTALLATION OR WORKMANSHIP COVERING ALL HVAC COMPONENTS AND SYSTEMS. ELECTRICAL: 208/23&/- 1 PHASE DUCTWORK MATERIALS AND INSTALLATION: RIGID TRUNK LINES IN AIR-CONDITIONED SPACE: DIFFUSERS AND GRILLS: MIN. 1' THICK R-4 FIBERGLASS DUCT BOARD, OR SUPPLY DIFFUSERS FOR 24' X 24' LAY -IN CEILINGS SHALL BE EQUIV. TO TITUS TDC-AA' PROVIDE 2-WAY, 3-WAY,OR 4-WAY CONFIGURATION, AS SHOWN. 24 GAUGE GALV. SHEET METAL W/ R-4 OUTSIDE WRAPPED FIBERGLASS INSULATION. PROVIDE TURNING VANES IN ALL TRUNK LINE JUNCTIONS, AND IN ALL BENDS SHARPER SUPPLY DIFFUSERS IN GYP. BOARD WALLS OR CEILINGS SHALL BE EQUIV. TO 250-AA' THAN 135 DEGREES. TITUS WITH ADJUSTABLE MULTI -SHUTTERS. RETURN PLENUM AND LAST 6' OF RETURN TRUNK LINES SHALL BE ACOUSTICALLY LINED. RETURN DIFFUSERS FOR 24' X 24' LAY -IN W/ 1" REMOVABLE FILTERS FLEXIBLE DUCTWORK IN AIR-CONDITIONED SPACE (15' MAX. LENGTH): STEEL WIRE REINFORCED, FOIL LINED FLEX DUCT W/ MIN. R-4 INSULATION, U.L. 181, DUCT SIZING CHARTCLASS1. SUPPORT FLEX DUCT AT 6' MAX. WITH 3-1/2' WIDE FLAT METAL STRAPS. DO NOT BEND FLEX DUCT AT A RADIUS GREATER THAN 1.5 TIMES DUCT DIAMETER. FURNISH OWNER W/ 2 COMPLETE EXTRA SETS OF FILTERS). SUPPLY CFM'S ROUND SQUARE RECT 1.5/1 RECT 2/1 RECT 2.5 1 RECT 3 1 RETURN CFM'S 1' S P O E] ® .05' S.P. DUCT SIZING BASED ON DUCT SIZING CHART PROVIDED: 0 - 40 4" 0 4 x 4 4.5 x 3.5 5.5 x 3 N/A N/A 0 - 25 41 - 70 5" 0 4.5 x 4.5 5.5 x 4 6.5 x 3 N/A N/A 26 - 45HVACCONTRACTORSHALLSELECTOROTHERWISEDETERMINETHESIZEOFALL SECTIONS OF DUCTWORK UTILIZING THE DUCT SIZING CHART PROVIDED. CFM CAPACITY 71 - 110 _ 6" 0 5.5 x 5.5 6 x 5 7 x 4.5 N/A N/A 46 - 75 FOR EACH SECTION OF DUCTWORK SHALL BE AS SHOWN ON THE HVAC PLAN. 111 - 160 7" 0 6.5 x 6.5 7.5 x 5.5 8 x 5 9 x 4.5 11 x 4 76 - 110 DUCT ORIENTATION MAY BE EITHER VERTICAL OR HORIZONTAL, SUBJECT TO LIMITATIONS 161 - 225 8' 0 7.5 x 7.5 9 x 6 11 x 5 13 x 4.5 15 x 4 111 - 160 OF AVAILABLE SPACE, AND REQUIREMENTS FOR CONNECTIONS AND INTERSECTIONS. 226 - 310 9' 0 8.5 x 8.51 10 x 7 12 x 6 13 x 5.5 15 x 5 161 - 220 WHERE ROUND DUCT INTERSECTS RECTANGULAR DUCT, THE FACE OF THE RECTANGULAR 311 - 410 10" 0 9.5 x 9.5 11 x 8 13 x 7 15 x 6 17 x 5.5 221 - 290DUCTSHALLBEATLEAST2" LARGER THAN THE DIAMETER OF THE ROUND DUCT MEETING IT. THE DUCT SIZING CHART SHOWS NET INTERIOR DIMENSIONS, NOT INCLUDING INSULATION. 411 - 540 11' 0 10 x 10 12 x 8.5 14 x 7.5 17 x 6.5 19 x 6 291 - 375 541 - 660 12' 0 11 x 11 13 x 9.5 16 x 8 18 x 7 20 x 6.5 376 - 465 UNLESS CONSTRAINTS ARE PRESENT, DUCTS SHALL NOT EXCEED A W/D RATIO OF 3/1. 661 - 840 13' 0 12 x 12 14.5 x 10 17 x 8.5 20 x 7.5 22 x 7 466 - 580 DIAMETER OF ROUND DUCTS MAY BE INCREASED BY 1' FROM SIZES SHOWN ON CHART, DUE TO LIMITATIONS IN AVAILABILITY OF MANUFACTURED ROUND DUCT SIZES. 841 - 1020 14' 0 13 x 13 15 x 11 18 x 9.5 21 x 8.5 24 x 7.5 581 - 700 DUCT SIZES MAY BE INTERPOLATED BETWEEN SIZES SHOWN ON CHART. 1021 - 1220 15" 0 14 x 14 17.5 x 12 20 x 10 22.5 x 9 26 x 8 701 - 845 1221-1450 16'0 15x15 18x12.5 21 x10.5 24x9.5 28x8.5 846-1000 BALANCING DAMPERS: 1451 - 1690 17' 0 15.5x15.5 19 x 13 22 x 11 25 x 10 29 x 9 TOOT - 1160 AT EVERY BRANCH IN SUPPLY AND RETURN TRUNK LINES, PROVIDE A MANUALLY 1691 - 1980 18' 0 16.506.5 20 x 14 23 x 12 26 x 11 30 x 10 1161 - 1380ADJUSTABLEBALANCINGDAMPER. 1981 - 23DO 19' 0 17.5x17.5 21 x 15 25 x 13 28 x 12 31 x 10.5 1381 - 1600ATEVERYFLEXDUCTCONNECTIONTOTRUNKLINE, PROVIDE A TAB COLLAR WITH A MANUAL BUTTERFLY DAMPER. 2301 - 2600 20' 0 18.508.5 22 x 16 26 x 14 30 x 12.5 33 x 11 16OI -1800 PROVIDE A MANUAL BALANCING DAMPER AT EVERY OUTSIDE AIR INTAKE DUCT. 2601 - 295D 21" 0 19.509.5 22.5 x 17 28 x 14 31 x 13 35 x 12 1801 - 2040 DO NOT ATTEMPT TO BALANCE SYSTEM AT DIFFUSER FACES. 2951 - 3200 22' 0 20.5x20.5 24 x 18 30 x 15 32 x 14 37 x 12 2041 - 2310 3201 - 3600 23" 0 21.5x21.5 26 x 18 31 x 15.5 33 x 14.5 38 x 13 2311 - 2600 3601 - 4100 24' 0 22.5x22.5 27 x 18.5 32 x 16 34 x 15 40 x 13.5 2601 - 2880 0 0 I 00 J m I 000 1 s O WK E 0 a n t3 n s C 0 co 0 V O N WiN V cj c o om N 1,oy a < o' c ww 0 U <O Laasp Q z N al<. Z O N n Q n t1 > rNi W 0 < V0 itz0 J 00 U WOv NoW Ei0 I r? < a Y O nN W O Z Z Q LLJ J 0YW V zUN0 to F F Z U wz F0Z0 = U PROD NO: &M CAD FILE: NW SHEET NO, M1.2 I CONSTRUCTION DOCUMENTS 12 GAUGE WRE OR 22 PiA116E VOLUME DAMPER (TYPICAL STRAP HANGER FASTEN TO STRUCTURE ABOVE FEW DUCT UL 181, CLASS 1, R-6 T2YPICAGUAGL HANGING WIRE FLEXIBLE DUCTWORK II I HN SECURE INNER DUCT TO DIFFUSER NECK USING SEALER AND PANDUIT STRAP 10NIMI t t/2' 22 GAUGE DUCT SUPPORT 8' MAX 36' MAX Ir MAX SECURE INSULATION TO OUTER LINER AX. ADM COLLM EVERY S4 O.G 9d BEND ON FLEX USING SCRIM FOIL TAPE IN FLU DUCT TO MAINTAIN VAPOR BARRIER. 2' BA1T MIATO N1H CEILING (BY OTHERS) 22 GAUGE U-CHANNEL VAPOR BARRIER OUT MP0UM R=6.0 — --. RE11R SPACING PER SMACNA TO PUNS FOR NECK SZE FIRFRGI AS DIICTRnARn CEILING DIFFUSER DETAIL NOT TO SCALE SUPPLY AIR DUCT SCOOPNANDMANUALiVOLUME DAMPER. ROOFTOP DISCONNECT SNATCH BY OTHERS S DUNITS CCOONNDDE NRSA TNE DRAIN PIPE TO A GRASSY AREASCUPPER OR y10 X 1" SELF TAPPING SCREW MAX. SAG 1 2 CANT TRIP OC1ER FLASHING RA SA ONTINUOUS 1'X4" 6LEVEL AS NEEDED) DUCT SHALL EXTEN STRAIGHT FOOT OF S POR FOR SEVERAL INCH S FROM A BRACING j ltlTllltltlT ) CONNECTION BEFOR BENDING EXISTING METAL DECK FLEXIBLE DUCT SUPPORT STEEL REFER TO PLANS SIZE) g GAUGE gAROUNDFORS8LDSCREWANDFTE FLEXIBLE DUCT SUPPORT DETAIL NOT TO SCALE o c I o JI O OM. I O S o E 0V CO Nuv0 0 co O N O i N WN V o wos c p 5o" no o 0: 0: U w d S o Q J W vWZ Ee N $ a Z 0 N Z n n d W 0 Q O Irzov 4W J IY Op U LN noOvNoo' aLL. M< x0 J a la1 tzi- Z VV) QC90U 1= 0 0 = U PROJ NO: OM CAD FILE: XW SHEET NO: M1.3 u DEMOLITION AND RENOVATION NOTES: A.REMOVE ALL EXISTING, CONDUITS,WIRES, FIXTURES AND SUPPORTS NOT USED. B.PROVIDE NEW CONDUITS, WARES AND CONNECT TO EXISTING INSTALLATIONS AND ELECTRIC PANELS. C. DUE TO LIMITED CELING SPACE RUN SUPPLY AND RETURN DUCTWORK TO AVOID RECESSED LIGHTS SEE CEILING HEIGHT AS INDICATED. COORDINATE LIGHTING LAYOUT WITH PURPOSED DUCT LAYOUT. D. LIGHTING INS SPACE 109 AND 116 TO BE RE -WIRED. E. FIRESTOP PENETRATION IN FIRE RATED WALLS SHALL BE IN ACCORDANCE WITH UL DESIGN. REFER TO SHEET I FP-2 FOR DETAILS F-CUT OF ELECTRICAL AT WALL G-RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE ELEC. SERVICE H-RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE PHONE. SERVICE EXIST. EXrG. LIGHTING FIXTURES TO REMAIN CONSTRUCTION DOCUMENTS mnommummanno mm OFFICED(PANSION mmmmmmmmmmmmmm ml IIRELOCAIED L. - PROVIDE NEW 200 / '' - - _ 11 / \ AMPS ELECTRICAL 1 II 1 RELOCATED TO EXISTING 225 AMPS ELECTRIC PANEL PANEL FOR ADJOININT I 111 TENANT SPACE 1\ RELOCATED E ®EF - - - - - - - - - %'PTO EXISTING ELECTRICAL PANEL®B 1 1\ RELOCATED RELOCATED i NEW EXrG. LIGHTING FIXTURES TO REMAIN1 CONECT CLNG. FAN 1 EXISTING TO UGTH SWITCH IREn"G ELECTRICAL SPRINKLER !PANEL IELOCATED I HEAD TYP. II NEW.EXIST. 1 1 I 1 C \ / / ® RELOCATED1 I I MW. RELOCATED 1 EXT'G. LIGHTING FIXTURES TO B REMAIaC \" C EXI EXIST. EXT'G.GHTING FIXTURES TO REMAI A A EXIST. n0 n0 o J m I O O 1 O IN Wr C K E 0u c tV b OD p O s o p n WN V N ofooN C+ F a a mgr Imo/ 0 0 o 0zl`' 0 L) Wa± 0 g P, W O Z o X Q V Nn a Z O Ln Z n W M SE"-+ VQQ Qo N O p 0pLuvioWVV D: rs na D_ Y O M In Z Lij L V o V) H 7 F- Z Z F— U V 0 0 J W U PROJ NO: 031D CAD ME: ill SHEET NO: Ell I I t DEMOLITION AND RENOVATION NOTES: A.REMOVE ALL EXISTING, CONDUITS,WIRES, FIXTURES AND SUPPORTS NOT USED. B.PROVIDE NEW CONDUITS, WIRES AND CONNECT TO EXISTING INSTALLATIONS AND ELECTRIC PANELS. C. DUE TO LIMITED CELING SPACE RUN SUPPLY AND RETURN DUCTWORK TO AVOID RECESSED LIGHTS SEE CEILING HEIGHT AS INDICATED. COORDINATE LIGHTING LAYOUT WITH PURPOSED DUCT LAYOUT. D. POWER OUTLETS IN ROOM 109 FIELD VERIFY. E. FIRESTOP PENETRATION IN FIRE RATED WALLS SHALL BE IN ACCORDANCE WITH UL DESIGN. REFER TO SHEET I FP-2 FOR DETAILS F-CUT OF ELECTRICAL AT WALL G-RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE ELEC. SERVICE H-RUN (2) CONDUITS W/PULL STRINGS FOR FUTURE PHONE. SERVICE LPATCH AND REPAIR ALL SURFACES AFFECTED BY RENOVATION. PROVIDE FIRE SPRINKLERS HEADS (TYP.) AS REQUIRED IN OFFICE EXPANSION. EXrG. ELECTRICAL AND DATA OUTLETS TO REMAIN CONSTRUCTION DOCUMENTS N s OFFI UPANSION I I LL PROVIDE NEW 200 i bNEWAT5- IIIIAMPSELECTRICALNEWAT5-0' AFF. PANEL FOR AOJOININT II TENANT SPACE II 1 1 11 NEW AT 5-0' A" LNEAT 5-0AFF m NEW ELECTRICAL, jlPHONE AND DATA 11OUTLETSSET.(RUN II CONDUIT FOR HI I I SPEED LINE) 1 1 NEW 1 i 1 EXT' G. ELECTRICAL AND DATA OUTLETS TO REMAIN i NEW AT 7-0' AFF. _ _ — — — TO EXrG. 225 AMPS \ ELECTRICAL PANEL AT - NEW AT 7-0' AFF.— — — NEW PHONE JACK EXrG. ELECTRICAL AND DATA OUTLETS TO REMAIN EXT' G. ELECTRICAL AND DATA OUTLETS TO RELOCATE FOFH NEW DOOR PEI ING II E EXrG. I ELECTRICAL AND DATA OUTLETS TO REMAIN g o l o m 1 O ZJZ O1 O w• c E 0 uci n n a0C 7 c0i o n N U W oF9 So 0 NN O h so,,, o ix a n n tlIX r- lz Lu irQJ Nriaa Z O tN Z C 6coQ oLz V zo0c I- wo w O W V v; o o u_ to 13 LL. n w DY O M t Z O Is aoJ W 0 aid u i FOC o o Lu a U Z w w Of O00 U PROJ NO: 0310 CAD FlLE: W SHEET NO: E1.2 r 4 33 r, 4-04-203 9:57AM FROM Cm OF SAN1F' RD PEPZGT APPLICATION re eived Fam Petmit No.: 03 Date: — — Job Address• 3 7 b S CO Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Desciiptioa:of'Work. - /qy(_ / / al A g /o r.; e —3 '/+% c e _r 6" r ,d0d_- 11 loeu Additional Information for Electrical & Plumbing permits Addition/Alteration Change ofService Temporary Pole New AMP Service (# of AMPS ) Wdential: Addition/Alteration New Construction (One Closet Plus Additional) Number ofFixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Type: Residential Commercial _,_ Industrial Total Sq Ftg: Value of Work: S 0 0 ofConstruction: No.: Flood Zone: Number of Stories: Number of Dwelling Units: Attach Proof of Ownership & Legal Description) AddressFPhone: E 4 S' .G %. r . i d Z _ rr' o w — 'si- i ' ii Cap "otl?ci 16PhoneNumber:o 7— G —$ 3 ?7 T 07 -`fC -FPoj- Tit1eI%]der (If other than Owner): Address: Bo idixig Com*3r Address: iyiozig Leader: Address: Ai'diitect/Engineer PhoneNo.: Address• Fax No. Application is hereby made to obtain a permit to do the work and installations as indicated. I cartify that no work or installation has commenced prior to the issuance of a petmit'and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES; BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. O 'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with. all applicable laws regulating construction and .zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFCONWENCEMENTMAYRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COM MESNCEMENT. . NOTICE: in addition to the requirements ofthis permit; jhere may be additional restrictions applicable to this property that may be found in the public regords ofthis county, and there may be additional permits, required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property of the requiremen o orida Lion Law, FS 713. Signature of Owner/Agent Date Signa of Conditctorr/#Wt Date Qn. Print Owner/Agent's Name Print C r/Agent's Name Signature PLINDAL. HofNotary -State of Florida Date S'Vof Notary -State of Florida pate Notary Public, State of Florida My comm. exp. Sept. 29, 2006 Comm. No. DD 15419Z Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me er Produced In APPLICATION APPROVED BY: _ Date: 3n 3 Special Conditions: LZ E Flee DOp& Final Insp.'_ oatew e ybo/o SANFORD BUIL.DING:06Pr. THESE PLANS ARE REVIEWED AND CONDITIONALLYACCEPTEDFORPERMIT. A PERMIT ISSUED SHALL SECONSTRUEDTOBEALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHCRITYTOVIOLATE. CANCEL. ALTER. OR SET ASIDE ANY OF THEPROVISIONSOFTt:E TEC',N. ICAL CCOES. NOR SHALLISSUANCEOFAPE7N:IT PRESENT THE BUILDINGDEPTFROMTHEREAFTERR.SQUIRING A CORREC- TION OF ERPCR:7 ON "14E- PLA.'-- S• CONSTRUCTION OROTHER`:i:Y_'.ii'=1*50: i'CCCOCE" PERMIT #mb% OFFICE COPY 10-res RE IVpED APR 1 0 1003 0ES=G11- OFFrCE RREA LMGWr HAZhRO MAX H EAO SPAG=nG ZZS clI' PT -PE- \" T-WeEAOEO Gt-ACIL SreEL S".1+0 Ott-t— OTIA c_ R VTSrrnv Ps PC Tv fzEM f f--7rrT'rrm as - I " C1VGT2 L E 'r1Ro n 1ANt\G'C-RS - 3/8"-rZc. , 3/A" prm j it Rmco SpR=nx Ee LEGEnO ADD VIICTnG MOR" \/Z' 1SS" S5 QF_L CHQ, EX EXrS"rr\G To EEM4=n r. Rl.. RE sx.R''ED SP2zt`LiER . PROJEM. KTrnco Z_EAL_V'9 oFFTCE 3 oS S. OR.Rn7. o OR SAnFoRp, F'L. SCALE:. DRAWN BY• • I /$ I O' S R OATS: 4/`f/OZ CONT. NO OT 41-03 INSTALLED BY. EAGLE FIRE PROTECTION INC. 1205 CROWN PARK CIR. Wpa'ER GARDEN, FL. 34787 FLAN OF. FS RE: S P2 TnIct..E ZS, 1. PRAWING NO. 11CrrES, d Z-eGEn q 0 OFI DATE: (a 10Z BUSINESS NAME / PROJECT: ADDRESS: PHONE Nob CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 PERMIT #: Q 3 - 1 CONST. INSP. [ 1 C / O INSP.:[ ) REINSPECTION [ ] PLANS REVIEW Yr F. A. [ ] F.S. ] HOOD [ ] PAINT BOOTH [ BUR RMIT ] TENT PERMIT ] fANKPERMIT [ ] OTHER ( 1' TOTAL FEES: It& p( (PER UNIT SEE BELOW) AXACOMMENTS: Address / B1dR. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ll. 12. 13. 14. 15. 16. 17. 18. 19. 20. Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of anford, Florida. _ Sanford Fire Prevention Divisi Applicant's Signature