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CC-11-156Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 158815 Scheduled Inspection Date: July 01, 2011 Inspector: Bruhn, Norman Owner: CABRERIZO, TOM Permit Number: CC -1 -11 -156 Job Address: 9017 Biscayne Boulevard Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: RUMAC CONSTRUCTION GROUP INC Permit Type: Commercial Construction Inspection Type: Anal Building Work Classification: Alteration Phone Number (305)779 -8040 Parcel Number 1132060110070 -17 Building Department Comments INTERIOIR DEMOLITION AND REMODEL OF RETAIL SPACE. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 155393. Provide HRS or DERM approval for septic. Plans show tie in to sewer but it is not ready. NB June 30, 2011 For Inspections please call: (305)762 -4949 Page 2 of 11 MIAMI SHORES VILLAGE APPLICATION FOR BUSINESS TAX RECEIPT (Formerly Occupational License) TO THE VILLAGE CLERK DATE: As required by the Miami Shores Code of Ordinances, I hereby make application for a Business Tax Receipt for 1) Real ame of person(s), firm or corporation: D L® Telephone #: e>11/4 ) E -Mail Address: R to U ., 2) Fictitious name of person(s), firm or corporation (if used in business): 3) Federal Employer ID # /Social Security Number 4) Sales Tax Certificate # 5) Location of business (License shall apply to only one location): q0I 1 -9•01,° I k.M i 14 (414.1 6) If a firm, the names of the members of the firm, and if a corporation, the names of the officers of the corporation: Pres. Vice -Pres. Sec. Treas. 7) Name of person(s) who will manage, control or direct the business to be transacted in fie- 1",.3.0-w Miami Shores Village: 8) Nature of Business: (Be specific: if merchant, list general lines of merchandise; if professional or service establishment, kinds'of services rendered, if insurance or real estate office, list how many sales people, if retail store, list opening worth of inventory/stock, if restaurant, list how many seats, etc.) LICENSE COST SIGNATURE OF APPLICANT: 51 ?-g' kAr base fax, i inc lisivQ 0C . stow (a(d'k ok c f\v-ev)d( f(vs 1.S0 Cote- ecxc.' ccdvio(la ( t, onvei\i -cfcl, APPk-ROVA• / DEPARTMENT OF ENV MON MENTAL RESOURCE' 1ANAGEMENT CORE REVIEWER (PRINT): C° PCL—^ SIGNATURE DATE II. I( 1. 111111Billiii,101111111,41111111 ,1811.11 ID: *2011-0L-04298* Contact Name: PETER DONAHUE Contact Phone: 8174150595 Folio: 11-3206-011-0070 App. Name: RADIO SHACK Date: 24-JUN-2011 ReVie Wer: Julio Diaz Department of Environmental Resources Management Miami - Dade County Occupational License Review EEOS ID 2011 -OL -04298 NAME : RADIO SHACK DATE : 06124/2011 FOLIO # : 11- 3206- 011 -0070 APPLICANT Name' PEItR DONAHUE Business Name RADIO SHACK Address 9017 -9019 BISCAYNE MIAMI SHORES, FL 33138 ADDRESS House Number 9017 Street Direction Street Name BISCAYNE Street suffix BLVD City MIAMI SHORES APPLICATION INFO Reviewer Name Julio Diaz Previous Use RETAIL Proposed Use 2563 RETAIL Allocation NOT Required No No Net Increase REQUIRED : No Allocation # IW Permit Required No CONDITIONS ALLOCATION COMMENTS 2553 SF RETAILSTORE THIS FACILITY WAS APPROVED UNDER DERM PLANS PROCESS #M2011003250 FOR RETAIL STORE. WATEACC#6811198171 AS STORE/SEPTIC. NJCCI (4A)/(6G) COVENANT ON FILE UNDER: SHORES SQUARE. PLEASE NOTE: EVEN THOUGH THE SEWER EXTENSION #2010- SEW- EXT- 00073HAS BEEN ISSUED AND HAS NOT BEEN CERTIFIED, THIS CU IS OK TO APPROVE AS PER FRANK I F7CANO, DERM SUPERVISOR. THE SEWER EXTENSION WILL BE CERTIFIED IN 3 MONTHS. DRY /RETAIL USE ONLY ASSESSED FEES Fee Code Description User Date Unit/Quantity Total OL100 Certificate Of Occupancy/Use Review JFDLLG 06/24/2011 1 $75.00 Total : 0— $75.00 t Core Reviewer Signature: Date : 6-2y-// 06/24/2011 Page 1 of 1 (1.* 1VIIA1VII-DADE FIRE RESCUE DEPARTMENT DATE Li I 31 1 tJ FIRE INSPECTION REPORT CONTINUATION ADDRESS CI 1 at'ssc, (6w-cl OCCUPANT cf_CLC L(-149C.t caal ap-05(4- Re- CO `Pf(--2PrD Page of 125_01-105 3/08 • INSPECTOR e Miami -Dade County Building T)epartment e- Permitting Search: Page 1 of 2 Resident MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 04/27/2011 MUNICIPAL NO.2011 -022052 FOLIO: 1132060110070 JOB SITE ADDRESS 901719 BISCAYNE BLVD PROPOSED USE RETAIL SALES /ALT INT LEGAL 6 53 42 ASBURY PARK PB 4 -110 APPLICATION TYPE ALTER INTERIOR 2500 SQFT 1 UNITS 1 FLOORS OWNER NAME SHORE SQUARE INVESTMENTS LLC CONTRACTOR INTEGRAL SOLUTIONS GROUP CO QUALIFIER PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0001 MUNICIPAL GENERAL BUILDING DATE: 4/27/2011 PROCESS NUMBER: M2011003250 NEW *AMOUNT PAID 517.00 DERM 1 ASBESTOS REVI 175.00 DERM 1 UP FRONT FEE - 80.00 DERM 1 MIN COMM REV( 90.00 FIRE 25000 ALTERATIONS & 104.00 FIRE 1 FIRE UPFRT FE 32.00 FIRE 1 SRI PLAN REVI 190.00 FRWK 1 1ST FIRE MINO 70.00 UPMU 1 UPFRONT FEE F 25.00 2/17/2011 11:21 LYDIA 271102170049 CENTRAL 517.00 MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 04/27/2011 MUNICIPAL NO.2011 -022052 PROCESS NO. M2011003250 FOLIO: 1132060110070 JOB SITE ADDRESS 901719 BISCAYNE BLVD PROPOSED USE RETAIL SALES /ALT INT REQUIRED INSPECTIONS INIT DATE FIRE 0001 FIRE INSPECTIONS RECOMMENDED 200 FIRE HYDRANTS 208 FIRE TCO INSPECTION 211 PRELIMINARY 209 FIRE FINAL Business Employee MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 04/27/2011 MUNICIPAL NO.2011 -022052 PROCESS NO. M2011003250 FOLIO: 1132060110070 JOB SITE ADDRESS 901719 BISCAYNE BLVD PROPOSED USE RETAIL SALES /ALT INT INSP INSP INSPECTION DISP RESULT INSP TYPE DATE 1 COMMENTS 1 CODE DATE INIT 2090/0/0 FIRE FINAL0000 /0/0 209 4/26/2011 Chris Ritter 3052992247 068 4/26/2011 INTERNT httn : / /eevsys.co.miami- dade.fl.us: 1608 /WWWSRRV /wgvt/RNZAW922_T)TA ?PROS= M20.._ 4/27/2011 Miami -Dade County Building nepartment Page 2 of 2 MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 04/27/2011 MUNICIPAL NO.2011- 022052 PROCESS NO. M2011003250 FOLIO: 1132060110070 JOB SITE ADDRESS 901719 BISCAYNE BLVD PROPOSED USE RETAIL SALES /ALT INT TO SCHEDULE A FIRE INSPECTION, PLEASE VISIT THE WEB AT VWVW.MIAMIDADE.GOV /BUILDING. YOU WILL NEED TO PROVIDE YOUR TEN DIGIT MUNICIPAL NUMBER AND THREE DIGIT INSPECTION TYPE. THE INSPECTION TYPE CAN BE FOUND ON YOUR INSPECTION REQUIREMENTS AND RECORDS CARD NEXT TO THE REQUIRED INSPECTION. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING AN INSPECTION, PLEASE CALL FIRE PREVENTION AT (786) 331 -4798. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING A PLAN REVIEW, PLEASE CALL FIRE ENGINEERING AT (786) 315 -2771. ""BE ADVISED THIS IS NOT A PERMIT. PERMIT IS TO BE ISSUED BY YOUR CORRESPONDING MUNICIPAL BUILDING DEPARTMENT. Back to Main Menu BLDG Home Pa{ce 1 BLDG Main Menu 1 BLDG Permit Menu 1 BLDG Plans Processing Menu 1 inspection_Types 1 Address Format Horne 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer E -mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site ® 2004 Miami -Dade County. All rights reserved. hthrlle avws_ cn .miami- ciade.fl.us:160R /WWWSF,R V /givt/BNZAW922.DTA ?PROS= M20... 4/27/2011 Miami -Dade County Building Department e- Permitting Search: Page 1 of 2 MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 04/27/2011 MUNICIPAL NO.2011- 022052 FOLIO: 1132080110070 JOB SITE ADDRESS 901719 BISCAYNE BLVD PROPOSED USE RETAIL SALES /ALT INT LEGAL 6 53 42 ASBURY PARK PB 4 -110 APPLICATION TYPE ALTER INTERIOR 2500 SQFT 1 UNITS 1 FLOORS OWNER NAME SHORE SQUARE INVESTMENTS LLC CONTRACTOR INTEGRAL SOLUTIONS GROUP CO QUALIFIER PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0001 MUNICIPAL GENERAL BUILDING Basics mpIoy DATE: 4/27/2011 PROCESS NUMBER: M2011003250 NEW *AMOUNT PAID 517.00 DERM 1 ASBESTOS REVI 175.00 DERM 1 UP FRONT FEE- 80.00 DERM 1 MIN COMM REV( 90.00 FIRE 25000 ALTERATIONS & 104.00 FIRE 1 FIRE UPFRT FE 32.00 FIRE 1 SRI PLAN REVI 190.00 FRWK 1 1ST FIRE MINO 70.00 UPMU 1 UPFRONT FEE F 25.00 2/17/2011 1121 LYDIA 271102170049 CENTRAL 517.00 MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 04/27(2011 MUNICIPAL NO.2011- 022052 PROCESS NO. M2011003250 FOUO: 1132080110070 JOB SITE ADDRESS 9017 19 BISCAYNE BLVD PROPOSED USE RETAIL SALES /ALT INT REQUIRED INSPECTIONS INIT DATE FIRE 0001 FIRE INSPECTIONS RECOMMENDED 200 FIRE HYDRANTS 208 FIRE TCO INSPECTION 211 PREUMINARY 209 FIRE FINAL MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 04/27/2011 MUNICIPAL NO.2011-022052 PROCESS NO. M2011003250 FOLIO: 1132060110070 JOB SITE ADDRESS 901719 BISCAYNE BLVD PROPOSED USE RETAIL SALES /ALT INT INSP INSP INSPECTION DISP RESULT INSP TYPE DATE 1 COMMENTS !CODE DATE INIT 209 0/ 0/ 0 FIRE FINAL 000 0/ 0/ 0 209 4/26/2011 Chris Ritter 3052992247 0084 /2612011 INTERNT v-ed http://egvsys.co miami- lade. fl. us :160$IWWWSERVIggvt /BNZAW922.DIA ?PROS= M20... 4/27/2011 OCCUPANT pet ao MIAMI -DADE FIRE RESCUE DEPARTMENT FIRE INSPECTION REPORT CONTINUATION io o).J l 1 5cD, DATE (- al tti ADDRESS O L 1 acsc,8l(�� Page t of 125_01-105 3/08 INSPECTOR u. 1-4-r/ctic_g_ mowed ■MMEN ■ ENEM ■M■ ■MM■ ■ ■■MEEM ■ ■■LMIIM ■1111_ -11-11 ■EM -EW4. ■■■711;■ IIIMEttARM ....11::11 momm■1111 _■ -■ ■1111_11.,■ ■■ ■:■■ ME-41111.1 u.r11 ■ ■ ■WrAMM ■ ■■=■11■ ■■-T ■ ■■ ■■■,71111■ MEW ■11._1111■ MOIXEMEM ■ ■ ■ ■■■■ ■■ 'Tr ■■■ MELLIME ■11r, ru■ EMPONWM ■■ter■, -■ ■■t�11 11111U111=11 ■ ■T. ■v■ ■11rr■s■ ■MLIMOM MIMALIM ■118 V 11!! mErmuzim ■ ■LL ■_■ 1111► -11■ ■■11 ■■ =■ ■111111■ -■ ■M04,7A ■ ■ML -11,11 ■■MEIN ■M EE P EE NM ■11r .11■■ ■11 mat ■11■ ■ ■u. ■ ■■ ■ ■1T■ ■■ 1111_ f■:-■ ■11x_IMM ■■i4ir■ ■11,.,..111.■ 1111.,11■■ 111111 ■11■ ■u',■'. ■11FT■r■ ■11r =11..■ MMtmEEM ••L�' ■i■ ■11 - 11_■ GENERAL NOTES SOIL 1) COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM 0 -1987 AT OPTIMUM MOISTURE CONTENT. 2) PRIOR TO CONSTRUCTION PROVIDE TERMITE PROTECTION TREATMENT TO SOIL IN ACCORDANCE WMT 4'NATIONAL PEST CONTROLASSOCIATION ° STANDARDS 3) THE SUBSURFACE SOIL PROFILES AT THIS PROJECT SITE SHALL BE IMPROVED BY PROPERLY PROGRAMMED APPUCATIONS OF DYNAMIC PRECOMPRESSION TREATMENT OR A SIMILAR ACCEPTABLE TECHNIQUE, TO BE IMPLEMENTED UNDER THE DIRECTION OF A QUALIFIED GEOTECHNICAL ENGINEER, AS TO ACHIEVE THE REQUIRED DEGREE OF IMPROVEMENT AND DESIGN SOIL BEARING CAPACITY 4) THE FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS SO THAT THE PRESSURE DUE TO THE COMBINED DEAD LOAD. LIVE LOAD, AND WIND LOADS (ECCENTRIC OR OTHERWISE) DOES NOT EXCEED THE ALLOWABLE SOIL BEARING VALUE (2,000 PSFl CONCRETE 5) ALL POURED IN PLACE CONCRETE FILL CELLS TO BE 3000 PSI AT 28 DAYS MIN AND AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 314' CONCRETE ASTM C33 SHALL CONFORM TO AS PER ASTM C-94 CONCRETE TESTING IS REQUIRED AS FOLLOWS 1 SET OF 5 CYLINDERS FOR EVERY 50 CU. YDS. OF CONCRETE 8) ALL CONCRETE WORK IN ACCORDANCE WITH 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING' (ACT- 281.05) AND 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI31815). 7) ADMIXTURES ARE NOT PERMITTED WITHOUT WRRTEN APPROVAL OF ENGINEER. GENERAL CONSTRUCTION NOTES. 1. WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLIANCES CODES, ORDINANCES, STANDARDS OR RESTRICTIONS. — 2. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION, USE FIGURED DIMENSIONS ONLY, DO NOT SCALE THE DRAWINGS NOTIFY THE ARCHITECT IMMEDIATELY OF ANY VARIATIONS ON THE PLANS AND / OR THE. SPECIFICATIONS. 3. APPLY AND / OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURES PUBLISHED. INSTRUCTIONS. • • • 4. PROPOSED CONSTRUCTION IS DESIGNED AS PER THE 2007 FLORIDA BUILDING CODE • TERMITE TREATMENT: A TERMITE TREATMENT PROTECTION SHALL BE PROVIDED AS PER SECTION R4409.13.5. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE FOLLOWING STATEMENT. 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES'. FOOTING SCHEDULE 1 P. P g 3 BOTTOM REINFORCEMENT REMARKS A B C TE-8 A S' CONT. r (1) M3 • - - THICKENED EDGE 11'-6" APPLICABLE CODES 1. FLORIDA BUILDING CODE 2007 EDITION. 2. AC.L 318-05 FOR REINFORCED CONCRETE 3. AC.L 315-05 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT OR MANUAL OF STANDARD. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. 4. A.C.L 530-05 AND AC.L 530.1-05 FOR REINFORCED MASONRY. 5. A.S.C. STEEL CONSTRUCTION A.S.D. FOR STRUCTURAL STEEL, NINTH EDmoN. 8. ANSI/AWS 01.4. 7. A.S.C.E. 7-05 FOR WIND ANALYSIS AND DESIGN BASIC WIND VELOCITY 150 MPH. & A.S.T.M. STANDARDS AND SPECIFICATIONS. AMERICAN SOCIETY FOR TESTING AND MATERIALS. 9. AMERICAN FOREST AND PAPER ASSOCIATION: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIONS (NM). 10. APA THE ENGINEERED WOOD ASSOCIATION. 11. NATIONAL PEST CONTROL ASSOCIATION STANDARDS. 12. AC.L 350.2R-04 CONCRETE STRUCTURES FOR CONTAINMENT OF HAZARDOUS MATERIALS. SOIL STATEMENT THE ENGINEER HAS VISITED &OBSERVED THE SITE AND FOUND THE FOUNDATION CONDIONS ARE SAND AND LOOSE ROCK, WICH ARE SIMILAR TO DESIGN BASIS. FURTHERMORE, UPON BREAKING OF GROUND, A LEI 1 EN SHALL BE SUBMITTED TO THE BUMMGOFFICIALVERIFYING AND ATTESTING THAT THE SITE CONDmONS ARE SIMILAR TO THOSE WHICH THE DESIGN WAS BASED ON ASSUMED BM. CAP. IS 2000 P.S.F. APPROVE!) ZONING DEPT BLDG DEPT Alt 1 -1/2" STEEL PIP %? 34" MIN - 38" SUBJECT TO CO STATE AND COON CONC. LANDING 1/2" EXP. JOINT CORE DRILL PIPE 4" INTO INTO SLAB W /EXOPY GROUT (TYP. @ ALL RAILING POST) NOTE: RAILING SHALL COMPLY WITH SECTION 1010 FBC 2007 ED. NEW 4" CONC. RAMP W/ A 1:12 SLOPE WITH 6" x 6 "M/1.4 "x W 1.4" WELDED WIRE MESH OVER CLEAN COMPACTED FILL H.C. RAMP DETAIL 1 SCALE: NTS. TRUNCATED DOMES I • FOR Ar FSSIRI F �� 18,-8" 11'0 STEEL PIPE G JARDRAIL (a� 34 "- 38 "A.F.F.MAX. PAINTED 1:12 SLOPE CONC. RAMP L—NEW PANEL LOCATION EXISTING EXIT DOOR TO REMAIN CLOSED NEW 4" PARTITION UP TO CEILING TO BE INSTALLED 16' -9 ". 8'-0 3/4" ' -7 3/8 PROVIDE 2' -10° X 2-0" KICK PLATE PROVIDE 2-10° X 2 -0° KICK PLATE NEW STOCKROOM / OFFICE kr N /////////.I 11'-4 1/8" PROVIDE - 2' -10 "X7.0° KICK PLATE 4'-8 7/8° 18, -9" PARTIAL FOUNDATION PLAN PARTIAL FLOOR PLAN r -- proleot number 10155 46 5/10-1-- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. BAR 1 0 2011 J Master Permit No. CC 1 /1 ' /56 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): S , flu c v st_. �.tL3y r J Phone#: -0)G 11 e� 04 0 Address: 3% $ a �° j' c4 01 City: I-TN ➢ Oaa rrb 9 State: @ Zip: 3` d i 1© Tenant/Lessee Name: R cLC7 % Phone #: 3 vsq. c_s Email: JOB ADDRESS: ` 0 I 4 q 01 d Biscayne I Vd. City: Miami Shores County: Miami Dade Zip: 91 32 Folio/Parcel #: 1 0 m N2-0 1 ®0 0'1 Is the Building Historically Designated: Yes NO r,Ir Flood Zone: CONTRACTOR: Company Name: Rum 40., eons u.cr bAi £off Phone#: 36S 4 up sr Address: 1440 ?190 264D 420 City: N F A-M i State: FL— Zip: 3515S Qualifier Name: feu 6 J P. M 4- G 1 A S Phone #: 3 at" 2.06 State Certification or Registration #: C i, / r/ 3 / 12. Certificate of Competency #: Contact Phone#: 3 1 4p ( . t e r f J Email Address:R.O74 eJ 4 S RAM 4a deinSie be triad'. cam DESIGNER: Architect/Engineer: 70 , R. cA, Phone#: � 1 Value of Work for this Permit: $ 3 yI 135. 7 / Square/Linear Footage of Work: 4 553• Type of Work: GlAddition C"tAlteration GINew DRepair/Replace UDemoliti Description of Work: t,;,,, : n 1-% c LL i 1 c3 0 ***** * *** * ****** ** ********* *********** FFeees*+ r******** *** ************ *** ******** **+r*** ** Submittal Fee $ • ._ a..- Permit Fee $ AO Q , D Cr CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State AtA ZiP Mortgage Lender's Name (if applicable) N'/4 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for PI ECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property • 'ubj ct to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ec`h'o which occurs even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will of b R roved and "reinspection fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me this la day of m LAI% , 20 6 , by Tr. (a.c,�Lf t Z O , who is personally known to me r who has produced Asjdentification and who did take an oath. NOT Y PUBLIC: Sign: U L Print: V a� My Commission Expires: * * * * * * * * ** * * * * ** * * ** APPROVED BY } YOTAY AileFLORIDA Victor I. Fuentes 1i s Commission #DD667598 ',...,,,,.•'' Expires: JUNE 15, 2011 BONDED TERII ATLANTIC BONDING CO,INC. Signature C?"...-47 Contractor The foregoing instrument was acknowledged before me this 7 day of , 20L(_, by Alban ill 4.an.s who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: My Commission Expir NORMA CASTELLANOS Notary Public, Stab of Florida Commission #DD868009 My Commission Fxpine an. 21,2011 **************** 4 *************** ************************** ***** **** ****** ************ '/d3 / Plans Examiner Structural Review (Revised 07/20107)( Revise@ 06/20/2009)(Revised 3/25/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SRE AT TIME OF FIRST ITiON PERMIT NO. TAX FOLIO NO. I I° 33-O o, 6: i- 007 STATE OF FLORIDA: COUNTY OF MiAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements win be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided: in this Notice of Commencement. 1. Legal description of property and street/are: 2. Description of improvement 1111111 11111 1111111111 1111111111 11111 1111101 CFN 2011R017-5790 OR Bk 27622 Ps 0140; (1es) RECORDED 03/18/2011 12:23 :42 HARVEY RUVIN, CLERK OF COURT IMIAIII -DADE COUNTY, fLDRIDA LAST PAGE above reserved use of recording of ice 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 3%s b 8 1,e.1 G 4. Contractor's name, address and pho a nu ber. t� ti rn 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida. designated by Owner upon om notices or other documents may be served as provided by Section 713:13(1)(a)7., Florida Statute Name, address and phone ° umber: - I d cv flame �'t:S C'° t` O t' � itrear 8. In addition to himself; Owners designates the 713.13(1)(b), Florida. Statutes. Name, address and phone number: Bowing person(s) to rece e a copy of the Uenor's NctI.> as provided in Section 9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T. OUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION ' YO . INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING Y� N j CE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument w er(s)' Authorized Officer/Director/Partner/Manage . Prepared By � %r :` �IC ,'mil. ' Print Name TT Y J 'L. 7JD Title/Office �G7J1' By ❑ Individually, or rA as i't`1 I ev, iY k"- ^ a' ersonaily known, or U produced the filllowi type of identf Signature of Notary Public: U�)aearL -oSlt acknowledged before me thls I.1L day of m Print Name: (SEAL) VERi TION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under allies of perjury, I declare that I have read the foregoing and . that the . is ed in it are true, to the best of my knowledge and belief. Sign • 0 14 = r(s). • er(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 10 et. C,..,cA4braf ZO vc Or I Pttentns Commission #DD667598 Expires: JUNE 15, 2011 Bo1sB matt Allots Bow* co,3NC. By 128A152 IPAGE a (A LE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that Ma is a true copy of the • 'morns! filed rn tins office on day of MAR 1 8 2011 , AD 20 'VITNESS my hand and Otficsa! Seal. rIARVEY ;UVIN, . :"K, of Circe& and County Courts .3y /MA leg 7 .4 A. A.... - 0 D.C. 33 :1525- Miami Shores Viiiage Building Department RECEIPT PERMIT #: CC 1 '' DATE: cD'El 74Contractor o Owner ❑ Architect 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RNs - Picked up 2 sets of plans and (other) Pc (2-4L- -4,'" Address: 9® /9 aLvtO From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ment to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL. RESUBMITTED DATE: c� ?rJ PERMIT CLERK INITIAL:.) Miami Shores Vuiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ,- COPY OF QUALIFIER'S STATE LIC CARD B. " COPY OF LOCAL BUSINESS TAX RECEIPT C. `O COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT), D. ✓ COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: k n gTrL.iA (...Tj ON 6-pet■ u.p, BUSINESS ADDRESS: q'ko 81RDRoad #420 CITY 114 1 4 I STATE Pt- ZIP CODE 3 5 165 BUSINESS PHONE: (3V ,r ) 40 ikl"C FAX NUMBER (3 LW) -2-1.4 tee 8 CELL PHONE (3 (3,r ) io.i 7 SI S1 C QUALIFIER'S NAME: ' ub -e11 D A-t 4C-1 4-5 QUALIFIER'S LIC NUMBER: e e7 6 1 0 3/ 9 2- E -MAIL ADDRESS (IF APPLICABLE): 1 m 4a j4 s 4'4 4 e- r) s T'a-u 01-10 AA 4-4)41 Created on 3119109 BY MLDV 1 RV 3126109 MLDV OP ID: ED •a.... v1c i # II,- DATE 03/07111 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954-883-2900 Tanenbaum Harber of Florida 954-517-7400 2900 SW 149th Avenue Miramar, FL 33027 -8605 Aline Larraz CONTACT PHONE Lo. Est): (A/C, No): ADDRESS: Gp TO�ID#;RUMAC -1 INSURER(S) AFFORDING COVERAGE NAIC 5 INSURED RUMAC Construction Group, Inc. 7480 Bird Road Suite 420 Miami, FL 33155 nn. .r rill i.ra - -- - -- - - INSURER A : Gotham Insurance Co. LJAOILITY COMMERCIAL GENERAL LIABILITY INSURER B : Commerce & Industry Ins. Co. pR' EM SES NTED INSURER C : INSURER D : X INSURER E : MED EXP (Any one person) INSURER F : • THIS INDICATED. CERTIFICATE EXCLUSIONS INSR ...- v.v. VIII tY%PM PGn. IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OF INSURANCE INSR INSR X SUBR WVD POLICY NUMBER GL00830010 POLICY EFF (MMIDDJYYYY) 08/13/10 POUCY EXP (MMjDD)YYYY) 08113/11 LOWS EACH OCCURRENCE $ 1,000,000 A GENERAL LJAOILITY COMMERCIAL GENERAL LIABILITY X pR' EM SES NTED $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PENAL & ADV INJURY $ 1,000,0001 $ 2,000,000 X HIR/AIO AUTO $1MIL GENERAL AGGREGATE GEN% AGGREGATE UMIT APPLIESPER: fl LOC PRODUCTS -COMP/OP AGG $ 1,000,00C 7 POLICY J C $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ B UMBRELLA UAB EXCESS LIAR X OCCUR CLAIMS -MADE BE058251494 08/13/10 08/13/11 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DEDUCTIBLE RETENTION $ $ X $ WORKERS COMPENSATION AND EMPLOYERS LIABILITY Y ! N ANY PROPRIETOR!PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? n (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA WC STATU- 0111- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POUCY UMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS J VEHICLES (Attach ACORD 101, AddltIonal Remarks Schedule, If more space Is required) •rserar.i. Al ■•e- • ..•......no. CANCELLATION MIAM138 Miami Shores Village Bldg Dept 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ®1988 -2009 ACORD CORPORATION. All rights rese ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 04- 29-2009 EFFECTIVE DATE: PERSON: FEIN: 04/29/2009 EXPIRATION DATE: 04/29/2011 MACIAS RUBEN D 263509293 BUSINESS NAME AND ADDRESS: RUMAC CONSTRUCTION GROUP INC 13411 SW 23RD STREET MIAMI FL 33175 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR * IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer or a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt sod certificatesiof election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no logger meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 04/29/2009 EXPIRATION DATE: 04/29/2011 PERSON: RUBEN D MACIAS FEIN: 283509293 BUSINESS NAME AND ADDRESS: RUMAC CONSTRUCTION GROUP INC 13411 SW 23RD STREET MIAMI, FL 33175 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L. under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt... apply only within the scope of the business or trade listed on Rthe notice of election to be exempt E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 FLORIDA ENERGY EFFICIENCY CODE FOR DUELDING CONSTRUCTION SUBCRAPTI:R 13-4 — Cornmerdal Buihling Compliance Methods Form 400E -OB Building Prescriptive Envelope Method All Climate Zones Buildings Mat may comply bythe tom slug buildings ), r gym,' of 1ype1teantted before 1D7'8. 8mled or special use buitegna, buldkat a sin L Aadreum 9017 -901 Biscayne Blvd Bulldt+g Classiticagorc ORA ZIP Cods: Miami Shores Builagrag Feting No.: Bugler FerminineOlioo: Miami Shores Jtt No.: 232600 BuildIna and office space is existina. Reolacina RTU and ducting BUILDING ENVELOPE INFORMATION ENVELOPE COMPONENT Water Abundance Roof: 0.045 0.80 None FIB 0 n 75 Fenestration Vertical Matt War F6ced/aperable Max SHGC • AR orientagan % of We Sk night type, %ot rent SYSTEMS INFORMATION SYSTEM Type (desc he system) Sae( Hahn oats. Maw Ragan Mr. t ®sv em (21 Split systems () 45 5k btc/h 1 2 EE.R Hosting system Electric Strip (21 171 k htu /h 100 AFUE VentRation Ducts nn tic FIex Loon Fan Poww CFM 3200 Pining Hot water Ruled Madan oc tafhe temp: Sheri pipe: Inches EF Elect,D .Motors the Orawhtge Y • jN iAat co I Sac Y N Open or enclosed Lighting Space Meer Exist. Fluorescent mantel available Poles & speed Uldrikill Wow deligib 10 9 )N /sa ft. PRESCRIPTIVE MEASURES COMPOnen Section Gperdions Mattel 1 13- 102.1,13410,13 -413 O Operation manual provided to owner. ✓ ✓ Windows & Doors 1 13.406AB.1.1 G Glazed swinging eahmece & molvioR doers: max. 1.0 awe; all other produces: OA delft'. JolornlCrack 1 13406AB.1.2 T To bed, wheat we thermippedoratherwisesettled. Dropped Ceiling Cavity 1 13-406.AB.1,4 V Vetted: sal & Insahted wimp. Umtatad scat & insulate roof & side wain. Reheat 1 BuildIna and office space is existina. Reolacina RTU and ducting BUILDING ENVELOPE INFORMATION ENVELOPE COMPONENT Water Abundance Roof: 0.045 0.80 None FIB 0 n 75 Fenestration Vertical Matt War F6ced/aperable Max SHGC • AR orientagan % of We Sk night type, %ot rent SYSTEMS INFORMATION SYSTEM Type (desc he system) Sae( Hahn oats. Maw Ragan Mr. t ®sv em (21 Split systems () 45 5k btc/h 1 2 EE.R Hosting system Electric Strip (21 171 k htu /h 100 AFUE VentRation Ducts nn tic FIex Loon Fan Poww CFM 3200 Pining Hot water Ruled Madan oc tafhe temp: Sheri pipe: Inches EF Elect,D .Motors the Orawhtge Y • jN iAat co I Sac Y N Open or enclosed Lighting Space Meer Exist. Fluorescent mantel available Poles & speed Uldrikill Wow deligib 10 9 )N /sa ft. PRESCRIPTIVE MEASURES COMPOnen Section Gperdions Mattel 1 13- 102.1,13410,13 -413 O Operation manual provided to owner. ✓ ✓ Windows & Doors 1 13.406AB.1.1 G Glazed swinging eahmece & molvioR doers: max. 1.0 awe; all other produces: OA delft'. JolornlCrack 1 13406AB.1.2 T To bed, wheat we thermippedoratherwisesettled. Dropped Ceiling Cavity 1 13-406.AB.1,4 V Vetted: sal & Insahted wimp. Umtatad scat & insulate roof & side wain. Reheat 1 13407.E E Electric resistance reheat profited. HVAC Efficiency 1 13407,13408 M Minimum efficiencies; Cooling Tables 13407,AB.3.2J A- D; 13407AB.32.1G thrash 13-407AB32.2 J; ✓ ✓ HVAC Controls 13-4177AB.2 Zone matzoh prevent reheat (exceptions); separate thannosudic control per rams confined HAC maul S'F deodhand (exceptions). rA v HVAC Dusts Balancing 13.409A53 Motorized °ept gawky dampers OR in: Hartbeest systems am12) systems with destp outside air intake or exhaust capacity 300 MM. 13- 410.AB Airiness, > ings, madtanical equipment & plenum cis shall be meshanically attached, speed. insulated & Installed per Sec. l3.410AB. Fan pow . 13- 41O.AB 4 HVAC ilstitation *smartie) testa & bda . Report In emetnection dominants. 12 Pi tdae Insulation 13 -411AB In accanhice with Table 1341LAB.2. Water Hutt Swimming Pools 13 -41ZAB 13- 412.AB.2.6 Het water Pipe Insulation 1 11ABA Water 134I2AB242 Palominos Ada in accordance with Table 13- 412A11.3. fig tree required. Ceveron heated tats ; Ilene switch (excep sl;Really accessible otttoffswitch.. Title 13- 411.AB.2 for charlaing systems, first 8' outlet pipe from storage tank, between Inlet pipe and Irani trap. Shower hear water flow rennhted to 25 giro at 80 pal. Public lavatory flume rum Prow 0s gym; if salfolosing valve 0.25 El > circulating, 03 gallon noncitculadm8. LightingCoatm1s 134I3.AB Amamerie control required for intake lighting In Moldings >3A00 s.f.: Space control; Exterior Om sensor; Tandem wiring where 1-3 linear fluorescent lamps >30W. 0 If required by Florida law d hereby cantifY that the system design is in compliance with the Florida Energy Cute. ARCHTIECT: ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER PLUMBING SYSTEM Reatstraslon number Review of plans and specifications covered by gds adculmiotn indicates magma with the Honda Energy Code. Beane co strattlon is completed, this hdlding will be inspected for in accord¢ w b 5 n3Yi3e,Ni , 1415. BUILDING OFFiCI DATE: E -Codes http: / /ecodes. citation. com/ cgi- exe/ cpage .dll ?pg=nbdrx&rp= /indx/ST /fl/st BUILDING ENVELOPE REQUIREMENTS Building Element Mandatory Requirements Roof: Absorptance U-factor < 0.22 < 0.027 Wall: Absorptance U-factor < 0.3 < 0.089 Raised Floor Insulation: U-factor < 0.052 Windows: U-factor Window Area SHGC 0-40% WW Ratio SHGC 40 -50% WW Ratio Overhang Projection Factor (PF) < 0.45 < 50% window to wall area ratio 0.61 North 0.25 all others 0.44 North 0.25 all others 0.5 (projection half the distance of window height) Skylights: SHGC Skylight U- factor Maximum percent of roof area <0.19 <1.36 5 percent Opaque Door U- factor Swinging Non - swinging < 0.70 < 1.45 BUILDING SYSTEM REQUIREMENTS SHELL BUILDINGS: Lighting and HVAC must be sufficiently efficient to meet Method A criteria for the entire space at time of build -out OTHER BUILDING TYPES: Replacement systems* HVAC Equipment Air conditioner (0-65 KBtuh) 13.0 SEER Gas furnace (0 -225 KBtuh) 80% AFUE Air conditioner (> 65 -135 KBtuh) 10.3 EER Gas furnace ( >225 KBtuh) 80% E� Air conditioner ( >135 -240 KBtuh) 9.7 EER Air conditioner (> 240 -760 KBtuh) 9.5 EER, 9.7 IPLV Heat pump (0 - 65 KBtuh) 13.0 SEER/ 7.7 HSPF Air conditioner (> 760 KBtuh) 9.2 EER, 9.4 IPLV Heat pump (> 65 -135 KBtuh) 9.9 EER/3.2 COP Heat pump ( >135 -240 KBtuh) 9.1 EER/3.1 COP Heat pump (> 240 KBtuh) 8.8 EER, 9.0 IPLV /3.1 COP Service Hot Water Lighting Gas storage <- 75,00 Btu/h, > 20 gallons 0.67 -0.0019V EF LPD for space type on Table 13- 415.B.1. Gas storage > 75,000 Btu/h 80% Et Gas instantaneous 80% Et Electric storage < 12 kW 0.97 - 0.0032xV EF Pipe insulation (d < 1.5 ", d >1.5 ") 0.5", 1.0" *Qther types of replacement equipment shall meet the code minimum for that type of equipment in the applicable table of Section 13 -407, 13-408 and 13 -412. 3 of 45 1/4/2010 3:06 PA 0 Right- Suite® Universal Short Form Radio Shack Job: #10155 Date: 1/27/11 By: RCS Project nfor natiol For. Radio Shack 9017 -9019 Biscayne Blvd, Miami Shores, FL Outside db Outside RH Outside wb Daily range Moisture dill. ( °F) ( %) ( °F) ( °F) (gr/Ib) Htg 48 CIg 89 59 77 10 56 Heating Equipment Make Model Type Efficiency Heating Input Heating Output Humidifier Leaving Air Temp Actual Heating Fan Trane (2)5kW Elec fumace 100 AFUE 34.1 34.1 14.2 79.7 3200 MBtuh MBtuh gpd °F cfm Equipment Location System Type Fan Motor Heat Type Fan & Motor Combined Efficiency Static Pressure Across Fan Inside db Inside RH Inside wb Design TD ( °F) ( %) ( °F) ( °F) Htg CIg 70 75 - 50 63 22 14 Cooling Equipment Make Model Type COP /EER /SEER Sensible Cooling Latent Cooling Total Cooling Leaving Air Temp Actual Cooling Fan Trane (2) 4TTB3048A1 Split air conditioner 13.0 63.7 27.3 91.0 55.0 3200 Radio Shack PEAKCV PACKAGE 0 0 in H2O MBtuh MBtuh MBtuh °F cfm NAME Area ft2 1 Heat I Loss Sensible Gain 1 I Latent Gain Htg cfm CIg cfm Time 1 1 Retail Store 2553 35270 I 63494 1 22249 3200 3200 Jul 1600 LDT Radio Shack 2553 35270 1 63494 1 22249 3200 3200 Jul 1600 LDT + righ „ Right- Su ite® Universal 8.0.05 RSU00484 ...Shack 1- 17- 111REVISED 1- 27- 1111Radio Shack Zone Rev 1- 27- 11.rup Calc = RTS Front Door faces: 2011-Jan-28 09:10:29 Page 1 wright� Right - Suite® Universal Load Summary Radio Shack Job: #10155 Date: 1/27/11 By: RCS Project NInformation For: Radio Shack 9017 -9019 Biscayne Blvd, Miami Shores, FL 1. DESIGN CONDITIONS at Jul 1600 LDT Peak Toad at Jul 1600 LDT Inside: 75 °F Outside: 89 °F TD: 14 °F RH: 59 % MoistDiff: 56.5 grill) Mult: 0 Ins.wb 63 °F Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3916 3. TRANSMISSION GAINS Sensible 15685 Walls: 3900 - Glass: 3445 Doors: 64 Partitions: 0 Floors: 0 - Ceilings: 8277 - - 4. INTERNAL HEAT GAIN Sensible Latent 28937 15500 Occupants: 15500 15500 Lights: 7339 - - Motors: 0 - Appliances: 6098 0 - - 5. INFILTRATION: Outside air cfm: 34 636 287 6. SUBTOTAL: Space Toad Sensible Latent 49174 15787 Envelope 49174 15787 Less extemal 0 - Redistribution 0 0 - 7. SUPPLY DUCT 0 8. SUBTOTAL: Space load + supply duct 49174 Actual cfm: 3200 at supply TD: 20 9. VENTILATION: Make -up air cfm: 766 14320 6462 10. RETURN AIR LOAD: Lighting + plenum (net) 0 11. RETURN DUCT 0 - 12. TOTAL LOADS ON EQUIPMENT 63494 22249 HEATING LOAD 13. DESIGN CONDITIONS Mult: 0 Inside: 70 °F Outside: 48 °F TD: 18 °F 14. TRANSMISSION LOSSES 11064 Walls: 4359 Glass: 4045 Doors: 39 Partitions: 0 Floors: 745 Ceilings: 1875 15. INFILTRATION: Outside air cfm: 194 3834 16. SUBTOTAL: Space load 14897 Envelope 14897 Less external 0 Less transfer 0 Redistribution 0 - 17. SUPPLY DUCT: 0 18. VENTILATION: Make -up air cfm: 766 15162 19. HUAIIDIFICATION 5210 Piping 0 20. RETURN DUCT 0 21. TOTAL HEATING LOAD ON EQUIPMENT 35270 wwri - Right - Su ite® Universal 8.0.06 RS000484 2011 - Jan - 2800:10:28 ...Shack 1- 17- 111REVISED 1- 27- 111Radio Shack Zone Rev 1- 27- 11.rup Caic = RTS Front Door faces: Page 1 nigh Right -Suite® Universal Load Calculation Retail Store Job: #10155 Date: 1/27/11 By: RCS Project Information For Radio Shack 9017 -9019 Biscayne Blvd, Miami Shores, FL Zone: Retail Store LWH: 74.0 x 34.5 x 10.0 1. DESIGN CONDITIONS - COOLING Outdoor Conditions Indoor Conditions TOD Correction Difference —> ( Jul 1600 LDT ) Dry Blb RH Moisture Range Wet Blb 89 59 10 77 75 50 63 0 14 56.5 2. GLAZING SOLAR HEAT GAIN [ Mult = 1.0 ] — ( Lat = 25.81 °N Const Wt = M ) Type Orien Area lilt ShdF IntShd SCMuIt SC Sens /A Sens GLAZ -01 n 181 90 shd f 1.00 0.42 16.7 3023 GLAZ -02 n 53 90 shd f 1.00 0.42 16.8 893 3. TRANSMISSION GAINS Type Orien GrArea NtArea Uval Sol-air TD Shad CIr ConvSens RadSens Sens GLAZ -01 n 181 181 0.960 17.0 F - 2323 3361 5684 GLAZ -02 n 53 53 0.960 17.0 F - 684 993 1677 WALL -01 n 345 111 0.154 29.6 N m 126 201 327 WALL -02 s 345 324 0.154 29.8 N m 352 540 892 DOOR -01 s 21 21 0.104 29.8 - - 26 38 64 WALL -03 - 1480 1480 0.118 17.0 m 1100 1581 2682 FLOR -01 - 2553 2553 0 0 - 0 0 0 CEIL -01 - 2553 2553 0.041 88.7 d 1547 6730 8277 4. INTERNAL HEAT GAIN PEOPLE Sens Latent Activity Total Sensible Latent Schedule ft2 /prsn # people Btuh/prsn Btuh /prsn Retail Stor 0 62 62 250 250 15500 15500 0 0 0 0 0 0 0 - } wrigh/f a . Right-Su ite®Universal8.0.05RS000484 2011- Jan - 2809:10:29 ...Shack 1 -17 -11 \REVISED 1- 27- 111Radio Shack Zone Rev 1- 27- 11.rup Calc= RTS Front Door faces: Page 1 LIGHTS Lamp/blst + fixture W /ft2 W Total Factor Space Sens Schedule W fract CFL EB + Rec can 0 2048 2048 1.05 ' 1.0 7339 0 0 0 1.00 0 0 0 0 0 1.00 0 0 0 0 0 1.00 0 0 APPLIANCES / PLUG LOADS Application Usage Sensible Latent Sens Latent Schedule Btuh Btuh Plug Toad W /ft2 W 0.70 0 1.00 3.412 0 6098 0 #/ft2 # 0 0 1.00 0 0 0 0 #/ft2 # 0 0 1.00 0 0 0 0 #/ /µ L2 # 0 0 1.00 0 0 0 0 #/ft2 # 0 0 1.00 0 0 0 0 #/ft2 # 0 0 1.00 0 0 0 0 MOTORS Power (hp) #/ft2 # Total Per mtr Load Sens Schedule Btuh factor 0 0 0 0 0 1.00 0 0 0 0 0 0 1.00 0 0 0 0 0 0 1.00 0 5. INFILTRATION 34 cfm -> x db Temp Diff > x Moist. Diff 17.0 x 1.10 12.4 x 0.68 Sens Latent 636 287 6. SUBTOTAL COOLING LOAD FOR SPACE Sensible Latent 49174 22249 Envelope 49174 15787 Less external cooling 0 Redistribution 0 0 7. SUPPLY DUCT HEAT GAIN Gain factor 0 x Line 6 Sensible Gain 0 8. COOLING FAN SIZING Sum of Duct Gain (7 ), Line (6 ) & Drawthru Fan (L 8 Sens ) / (Xfer x Supply TD ) = cfm Est Cooling cfm = ( 49174) / ( 1.10 x 20.0 ) = 2236 Actual Cooling Fan > = 3200 49174 9. VENTILATION OA 766 cfm > x db Temp Diff 17.0 x 1.10 -> x Moist. Diff 12.4 x 0.68 14320 6462 wrightsaft, Right -Suites Universal 8.0.05 RSU00484 2011-Jan-28 09:10:29 ...Shack 1- 17- 11\REVISED 1- 27- 111Radio Shack Zone Rev 1- 27- 11.rup Calc = RTS Front Door faces: Page 2 10. RETURN AIR PLENUM Lights Total power ( W) 2048 0 Transmission Toad (plenum upper surface) 0 Space load credit (plenum lower surface) 0 11. RETURN DUCT HEAT GAIN Gain factor 0 x Line 6 Sensible Gain 0 12. TOTAL COOLING LOADS ON EQUIPMENT (Btuh) 63494 22249 SPACE HEATING LOAD CALCULATION 13. HEATING DESIGN TEMPERATURE Heating TD = (Inside DB - Outside DB) = ( 70 - 48) = 22 [ Mult = 1.0 ] — 14. TRANSMISSION LOSSES Type Expos GrArea NetArea Uval HTD Loss 15. INFILTRATION Loss 194 cfm x db Temp Diff 18.0 x 1.10 3834 16. SUBTOTAL HEATING LOAD FOR SPACE 14897 Envelope 14897 Less external heating 0 Less transfer 0 Redistribution 0 17. SUPPLY DUCT HEAT LOSS Loss factor 0 x Line 16 Loss 0 Less transfer 0 Redistribution 0 18. VENTILATION OA 766 cfm x db Temp Diff 18.0 x 1.10 14320 19. HUMIDIFICATION Inside RH desired 32.0 (Max = 32.0 for 1 pane ) # of Glazing panes 1.0 (Max = 52.0 for 2 pane ) 960 cfm x 1.48 g /100cfm /d = 14.2 gpd 5210 Piping 0 20. RETURN DUCT HEAT LOSS Loss factor x Line 16 Loss 0 21. TOTAL HEATING LOAD ON EQUPMENT (Btuh) 35270 444- wrightso Right- Suite® Universal 8.0.05 RSU00484 ...Shack 1- 17- 11\REVISED 1- 27- 11\Radio Shack Zone Rev 1- 27- 11.rup Calc = RTS Front Door faces: 2011- Jan -28 09:10:29 Page 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: Electrical Permit No. Master Permit No. 11'QPi(a OWNER: Name (Fee Simple Titleholder): %re etre, 'V .d'14t 2514 &`f4 Phone#: (9-Or Address: -305'0 VW F City: Tenant/Lessee Name: Email: .Trio • -1% 0 X171 4 State: JOB ADDRESS: City: Miami Shores Folio/Parcel#: 0 Zip: + `32a i li Phone#: (Q24 / l q _ 00 4 County: Miami Dade Zip: 3313 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: s�-�/� Address: b its 1 / e City: NO Float Zone: 'l€ l l"I C/ C# i Phone#: (9200) 29 State: Zip: C3 I, Phone#: ( O) S l6G Qualifier Name: �' �S " � � ��C�^� , ;e' �° ,�,V I j4 iq State Certification or Registration #: GC - ### (1 .b Certificate of ConAetency #: Contact Phone #: ( S) S %c4 r— 5208 Email Address: WI ep e I l So r Viek— DESIGNER: Architect/Engineer: U-6ge. 3 -6g `,a t4'l O Phone#: ils.C' Ica ` Value of Work for this Permit: $ 5-0 • • CO Square/Linear Footage of Work: Type of Work: ❑Address Alteration ONew ORepair/Replace Description of Work: deeli I A)A) t° Cr 6e. Q7 e. 512 -'psi O * *** *** * * * * * * * * * * * **a*sa* *** ** * ** Fees * * * ** ** * * * ** *** * ** • *** * * * * **** * * * ** Submittal Fee $ Permit Fee $ / 6A, CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ kOB s Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the 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, BOJI.ERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 to Applicant: As a condition to the issuance of a building permit with an estimat promise in good faith tha a copy of the notice of commencement and construction whose property is subject to a nt. Also, a certified cop for the in'rfection which oc r `> n (7) days after the but inspection wi . ,3't be approved a rea sp "+ ,: e will be charge he recorded no . ing permit Signature L4 g $2500, the applicant must e delivered to the person be posted at the job site such posted notice, the gnature Contractor going instrument was acknowledged before me this ay of a tt4Vi ,20 II ,by who is personally known to me or who has produced Owner or Agent The foregoing instrument was acknowledged before me thi day of _ ,20 (1 , by I) 4t (Qilfi 1€$ who is personally known to me or who has produced + <.> As t ntification and who did take an oath. sr NO Sign: Print: My Commission Expires: APPROVED BY ,1t14�y' �.taiih Marts °l Cruz 01 .:,�� fa' COMMISSION #00711792 it EXPIRES: OCT. . 13, 2011 WWW,AARONNOTARI!com as identiff atidii dui d' who f t NOTARY PUBLI9 Sign: Print: id ,... e an oath. My Commission Expires: R4e. ¢am R f10 Ki Cruz di sm COMMISSION#D0711792 ta" rte` 1 EXPIRES: OCT.13, 2011 p� a �pmo WWW.AARONNOTAR$com ****************44, # * Ik * J * ** *** *** sASa*C'.>;*** * * ***aa *sks *** **a#*n1*a' * 2 )---ei<te.e Plans Examiner Structural Review (Revised 07 /10/07)(Revised 05/10/2009)(Revised 3/15109) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 157142 Scheduled Inspection Date: April 27, 2011 Inspector: Bruhn, Norman Owner: CABRERIZO, TOM Job Address: 9017 Biscayne Boulevard Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: RUMAC CONSTRUCTION GROUP INC Permit Number: WS- 3- 11-437 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)779 -8040 Parcel Number 1132060110070 -17 Building Department Comments STORE FRONT REPLACEMENT & WINDOWS & DOOR Passe Failed 7/( Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cc, April 26, 2011 For Inspections please call: (305)762 -4949 Page 13 of 36 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): City: re-14 i C‘,4 Tenant/Lessee Name: Pk Email: h7,171za tJ MAR 1 0 2011 U®® Permit No. WS 1 I 1 Master Permit No. CC • k 11 i S 6 ROOFING �rs r � c;aP s� :-off , rf ``�.I'JPhone#: State 1 119 St 04 0 Zip: 3314 Phone#: C.S %AA1 – CS9,, JOB ADDRESS: ` 0 1 q ®I I 13 i s i #yn e f3 1 d City. Miami Shores County: Miami Dade Folio/Parcel#: — O 1 Q NO Is the Building Historically Designated: Yes zip: 3 32 Flood Zone: CONTRACTOR: Company Name: k 1M 4& eon sTnx cT7bAJ 6Ebu9r-741c Phone#: 30r (0 kf l4 Addresss:% ' 4 ` '' Bi es) 2o4D M 4 L City: 0 ii-M State: PI— Qualifier Name: t21.i g .) P. f 14 4 G 1 AS State Certification or Registration tcfne. / ri 3 /q 2. Certificate of Competency #: Zip: 3 SI S Phone#: 3r 246 cF4Ar Contact Phone#: 3 Or 24? 441%r- Email Address:Arh4 14S IQttrf 4Q Comae idt DESIGNER: Architect/Engineer: 70 Ste- Phone#: se-1 Value of Work for this Permit: $ 9 975. Q0 Square/Linear Footage of Work: Type of Work: DAddition L AA1teration DNew DRepair/Replace ODemoiiti n Ilescription of Work: cam, s 1 Ly i r, 1 c . = t 1J e) S-foitt -Zaov, Rep] 4c_e men * ft//e/Vows i boops ********* * * * * * * * * * * ****** * **** ****** * **F *a+******** * ** ** * * **a+***** *eta *ear ** ** ** **** *** ei Submittal Fee $ d Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip ti/4 Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip N/A 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 the 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 A}VIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 to Applicant: promise in good fai, whose property is for the first insp inspection will n Signature As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must that a copy of the notice of commencement and construction lien law brochure will be delivered to the person iect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site ed and einspection fee will be charged. n wh,4h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the ( err The foregoing instru'u day of lip LL, who is personally known to m As identific Owner or Agent Signature Contractor ent was acknowledged before me this -7 The foregoing instrument was acknowledged before me this SS , by . 'rra C—CA.06 (J i day of m M cc-1- % , 20 t I , by R icus 1Y1 NOT Y PUBLIC: Sign: Print: �' 1 / 1 C ho has produced do and who did take an oath. e 5 My Commission Expires: nTARY PUBLIC -STATE OF FLORIDA Victor I. Fuentes ,� Commission #DD667598 Expires: JUNE 15, APPROVED BY =0:1 Plans Examiner who is personally known to me or who has produced as identifica and who did take an oath. NOTARY PUBLIC: Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commission ExpZ OC �� PUBLIC -STATE OF FLORi3 Victor I. Fuentes ' = Commission #DD667598 1 4 %•,,,,1 / Expires: JUNE 15, 2011 *** * ****** **** * **JNOR ** ac *�190Nrage * * * ** Zoning Clerk Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: a (< )54 DATE: 3 l ?� ( 1 I, t 0 -.444) o E - --q- a4.A.1/43 0 c:Z ❑ Contractor Owner ❑ Architect r� Picked up 2 sets of plans and (other) i I-1 9 01 c tJl S Address: P- t t._ i' °N -- From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departme continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 11 -156 Job Name: February 28, 2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 J 1Building Critique Sheet ) Plans must be approved by Miami Dade County Fire.Plans are marked disapproved. 42) Plans must be approved by HRS for the septic system. 3) Provide an electrical and window /door permit application. 4) Provide product approval for new storefront and doors that have been reviewed and , signed approved by the designer of record. 5) Provide the wind load design criteria. 6) Provide design wind loads for new storefront and doors. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 F6))(.. 3-5 —9115-'43/5 1 Permit NO. CC -1 -11 -156 Issue Date: Not Issued 31 j Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Expires:Not Issued Folio Number:1132O6011OO70 -17 Owner's Name: TOM CABRERIZO Job Address: 9017 Biscayne Boulevard Miami Shores, FL 33138 -0000 Owner's Phone: (305)779 -8040 Total Square Feet: 2500 Total Job Valuation: $ 12,000.00 Contractor(s) INTEGRAL SOLUTIONS GROUP CO Phone (786)402 -1140 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/28/2011: Yes Comments: PLANS OK FOR CONSTRUCTION. WILL HAVE TO GO TO PLANNING BOARD FOR SIGNS WHEN THEY ARE READY. • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Delta Doors Manufacturing Co. 7500 NW 69th Ave Miami, FL 33166 SCOPE: MIAMI -DADE COUNTY, FLORIDA ilVIE R AD FLAGLER BUILDING 140 WEST !FLrA C 1 TREET, SUITE 1603 I ", FLORIDA 33130 -1563 1 FAX (305) 375 -2908 www.miamidade.eov This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used. in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County-Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DHS -500" Aluminum Storefront System -LMI APPROVAL DOCUMENT: Drawing N0. W02 -27, titled "Series -DH -500 Alum Window wall Storefront Sys - ", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 03 -29 -02 and last revised on August 12, 2008, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. Max. Exterior (positive) Design Pressure is limited to +100 PSF 2. Lower capacity of mullion or door mullion or doors may control. . 3. Only Delta Doors single & double doors (under separate NOA) may be installed with this system. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #.011-0618.07 (07- 0718.07) consists of this page 1 and evidence sheet E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 09- 0218.05 Expiration Date: May 20, 2014 Approval Date: April 15, 2009 Page 1 Delta Doors Manufacturing Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (transferred from file # 08- 0618.07) 2. Drawing NO. W02 -27, titled "Series -DHS -500 Alum Window wall Storefront Sys-", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 03 -29-02 and last revised on August 12, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS (transferred from file # 08- 0618.07) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration Resistant Test per FBC, TAS 202 -94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5662, dtd 06/29/08, signed & sealed by Carlos Rionda, P.E. 2. Additional test reports: 2.1 Test Reports No. FTL -4042, dtd 01/26/04 & FTL -4115, dtd 03/03/2004, per TAS 202, 201/203 -4, signed & sealed by Edmundo Largaespada, P.E. 2.2 Reference test Reports No(s) FTL -4254, FTL -4306 and FrL -4320 per TAS 202 -94, 201/203 -94, issued by Fenestration testing Laboratories Inc. C. CALCULATIONS 1. Anchor verification & comparative and structural analysis per FBC 2007, prepared by AL- Farooq Corporation, dated 08/12/08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 08- 0520.08 issued to "Solutia Inc." for "Vanceva (T.M.), composite interlayer, expiring on 04/17/13. F. STATEMENTS 1. Statement letter of compliance to FBC 2007 and "No financial interest ", dated 08 -06 -08 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports G. OTHER 1. This NOA revises & renews NOA # 08- 0618.07 (07- 0718.07), expiring on 05 -20 -2014. 2. Test proposals # 02 -0472 & # 06 -0182, issued by BCCO. E -1 1`riotel . LLAit ,- Ishaq I. Chanda, P. E. Product Control Examiner NOA No 09- 0218.05 Expiration Date: May 20, 2014 Approval Date: April 15, 2009 2 m DL OPG. SEE SHEET 2 D.L. OPG. SEE SHEET 2 I ELL. OPG. SEE SHEET 2 D.L. OPG. SEE SHEET 2 4` MAX TYP. HEAD /SILL CORNERS L 1T MAX L MAX MUWON SPACING I SEE SHEET 3 ANCHORS TYPE A B OR C "-X 3 OR 4 AT EACH SIDE OF MULL HEAD /SILL DRS -500 ALUMINUM WINDOW WALL STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WM4 MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WIU APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. TYPICAL ELEVATIONS THIS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 0002 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HMI:). WOO) BUCKS BY OTHERS, MUST 05 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SWLLL BE BEYOND WALL. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO SCREWS, THAT COME INTO cow= rani OTHER DISSIMILAR MATERMILS MT 114E REQUIREMENTS OF 2004 /2007 FDA EOM. CODE SECTION 2003.8.4. I` ANCHORS A, B OR C `..,_AT DOOR MULL SEE SHEETS 5 & 6 FOR QUANTITIES THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS; USE CHARTS AS FOLLOWS. sff.Ez STEP 3 STELE DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WINO ZONE USING APPUCASLE ASCE 7 STANDARD. SITE CHARTS ON SHEET 2 FOR OFSIGI LOAD CAPACITY OF DESIRED LASS SIZE. CHECK MUWON CAPACITY FOR A ONEN SPACING AND HEGHT USING CHARTS ON SHEET 3 FOR STOREFRONT MUWON AND SHEETS 5 & 6 FOR DOOR MUWON. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEET 4 FOR STOREFRONT MUWON AND CARTS ON SHEETS 5 & B FOR DOOR MULLION SELECT ANCHOR OPTON WITH DESIO N RATING MORE THAN 0E3124 LOAD SPECIFIED IN STEP i ABOVE THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 0.L OPG. SEE SHEET 2 SEE SHEET 3 ELL OPG. 4 - .T11 1 L_ 11 J 11 , I I I I , i i , r rr i / 1 1 // 1 <. �/ 1 1 1 SEE 'DELTA I IMPACT DOOR I FOR DOOR RATAN & DEWS. �L -J L [g EQ ' _ 8 /� O /, FO © /, IrF yA © /, / ,, . ' 1 , 1 , ' ' r I ' ' ' ' ' . ' /' ' 4` MAX TYP. HEAD /SILL CORNERS L 1T MAX L MAX MUWON SPACING I SEE SHEET 3 ANCHORS TYPE A B OR C "-X 3 OR 4 AT EACH SIDE OF MULL HEAD /SILL DRS -500 ALUMINUM WINDOW WALL STOREFRONT SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WM4 MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WIU APPLY TO ENTIRE SYSTEM. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. TYPICAL ELEVATIONS THIS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 0002 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HMI:). WOO) BUCKS BY OTHERS, MUST 05 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SWLLL BE BEYOND WALL. DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO SCREWS, THAT COME INTO cow= rani OTHER DISSIMILAR MATERMILS MT 114E REQUIREMENTS OF 2004 /2007 FDA EOM. CODE SECTION 2003.8.4. I` ANCHORS A, B OR C `..,_AT DOOR MULL SEE SHEETS 5 & 6 FOR QUANTITIES THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS; USE CHARTS AS FOLLOWS. sff.Ez STEP 3 STELE DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WINO ZONE USING APPUCASLE ASCE 7 STANDARD. SITE CHARTS ON SHEET 2 FOR OFSIGI LOAD CAPACITY OF DESIRED LASS SIZE. CHECK MUWON CAPACITY FOR A ONEN SPACING AND HEGHT USING CHARTS ON SHEET 3 FOR STOREFRONT MUWON AND SHEETS 5 & 6 FOR DOOR MUWON. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEET 4 FOR STOREFRONT MUWON AND CARTS ON SHEETS 5 & B FOR DOOR MULLION SELECT ANCHOR OPTON WITH DESIO N RATING MORE THAN 0E3124 LOAD SPECIFIED IN STEP i ABOVE THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 0.L OPG. SEE SHEET 2 SEE SHEET 3 ELL OPG. 4 - I . . _ ' _ N 11- _ -' I f ' 4' MAX TYP. HEAD /SILL COMERS 17• MAX. AT HEAD/SRL PRODucroneviza nemptehrwie Redd. OddiliCode Ewa... LAMINATED GLASS LARGE MISSILE IMPACT E,,6r CR. HUMAYOUN FAR000 RA AN AUG 1 2 2008 u z 8 o g z drawing no. W02 -27 (sheet 1 of 11 OLAS8 LOAD CAPACITY - PSF SIAS8 1020 CAPACITY - PSF NOMINAL DIMS. GLASS TYPES A &e' NOMINAL DIMS. MASS TYPES 8 .D' 0.10. 1101)4 ML0. Raw Exr.( +)/NT.( -) 1.1.0. MID1H DLO NO018 Exr.( +)/OR.( -) 28' 38 40' 44' 4B' s2 s' 60 60' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 / 28' 32' 36' 40' 44' 48' 52' 58' 60' 86' 130.0 130.0 1310 130.0 28' 32 36' 40' 44- 46' 28 32' 38' 40' 44' 48' 130.0 130.0 102' 130.0 130.0 130.0 130.0 130. 130.0 130.0 130.0 130.0 126.4 130.0 130.0 130.0 130.0 130.0 28' 32 38' 40' 44' 130.0 130.0 130.0 130.0 130.0 28' 32 36' 40' 44' 48' 82' 66' 60' 72' 130.0 130.0 130.0 130.0 28' 32' 38' 40' 114' 130.0 130.0 130.0 130.0 130.0 44-1/4 114-1/2' 130.0 130.0 130.0 130A 130.0 28' 32 36' 40' 44' 48' 52' 86' 60' 28' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130A 2' 32' 38' 40' 44' 46' 62' 86' or 84' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 28' 32 38' 40' 44' 48' 52 56' 80' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 0 r 0.LO. WIDTH 0.LO. WIDTH 1/4' HEAT STREMO GLASS 1/4 HEAT SIREN' MASS .080' INTERLAYER SENTRYOLAS PLUS BY 'DUPONT' 1/4' HEAT STREN'D GLASS GLASS TYPE 'A' 078' COMPOSITE INTERLAYER STORNMASS BY 'ou as118 NOTE: GLASS CAPACRIES ON THIS SHEET ARE 1/4' HEAT STREW() GLASS BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). PROIMICYRENEMED ,I 241 GLAZING OPTIONS GLASS TYPE 'B' E. DR.�T/ Fi1H000 CAN. 35387 AUG 1 ;t 2008 N N z 2 W 0 1 o N� 1 1' drawing no.1 [W02 -27 sheet 20f 1 d -I 4P a 0 1/4' HEAT STREMO GLASS 1/4 HEAT SIREN' MASS .080' INTERLAYER SENTRYOLAS PLUS BY 'DUPONT' 1/4' HEAT STREN'D GLASS GLASS TYPE 'A' 078' COMPOSITE INTERLAYER STORNMASS BY 'ou as118 NOTE: GLASS CAPACRIES ON THIS SHEET ARE 1/4' HEAT STREW() GLASS BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). PROIMICYRENEMED ,I 241 GLAZING OPTIONS GLASS TYPE 'B' E. DR.�T/ Fi1H000 CAN. 35387 AUG 1 ;t 2008 N N z 2 W 0 1 o N� 1 1' drawing no.1 [W02 -27 sheet 20f 1 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS MULLION LOAD CAPACITY - PSF MULILON9 Ins= INTERMEDIATE NOHIEONT.LS NOMINAL DIMS. mum RE w. LIGHT REEF. HEAFY L0111?. NOMINAL DIMS. WITHOUT RBINF. LIGHT EE NY. HEAVY MM. 837. ( +) • ( -) En. ( +) 191 ( -). DIL ( +) ( -) 91070 (W) MWWE MIT EM. ( +) NT. ( -) EXT. ( +) �L. ( -) EXT. ( +) 918. ( -) 32' 36' 40' 44' 48' 82' 58' 60' 72' 100.0 130.0 1300 100.0 130.0 130.0 1000 130.0 1300 100.0 130.0 130.0 100.0 130.0 130.0 100.0 130.0 130.0 100.0 1300 130.0 32' 38' 40' 44' 48' 62• 56' 108' 40,0 130.0 1300 40.0 130.0 1300 40.0 130.0 130.0 400 126.1 130.0 40.0 117.0 130.0 40.0 1098 130.0 40.0 103.2 1300 100.0 170.0 130.0 32' 38' 40' 44' 48• 52' 58' 60' 78' 100.0 130.0 130.0 100.0 130.0 1300 100.0 130.0 1300 100.0 1300 1300 100.0 1300 1300 32' 38' 40' 44' 48' 52' 108' 400 1300 1300 40.0 130.0 130.0 40.0 121.6 1300 40.0 111.7 130.0 40.0 103.9 130.0 40.0 95.7 1222 1000 130.0 130.0 1080 130.0 130.0 100.0 130.0 1300 32' 36' 40' 44. 48' 52' 56' 60' 84' 1000 1300 130,0 100.0 1300 130.0 32' 38' 40' 44' 48' 114' 40.0 1300 130.0 40.0 1198 1300 40.0 108.7 1300 40.0 99.6 12&0 40.0 922 118.7. 100.0 1300 130.0 100.0 130.0 130.0 968 130.0 1300 91.0 1300 130.0 886 130.0 130.0 32' 38' 40' 44' 48' 120' 40.0 1282 130.0 40.0 107.8 130.0 40.0 97.7 1238 40.0 898 113.2 37.6 40.0 130.0 130.0 32' 38' 40' 44' 48' 52' 88' 60' 90' 100.0 1300 130.0 100.0 1300 130.0 95.4 130.0 1300 88.1 130.0 1300 82.1 130.0 130.0 77.2 1300 1300 40.0 1300 130.0 40.0 130.0 130.0 32' 36' 40' 44' 48' 52' 56' 80' 98' 1000 1300 1300 90.7 130.0 130.0 82.5 1300 130.0 700 1300 1300 70.7 130.0 1300 40.0 125.1 130.0 40.0 118.3 ' 1300 40.0 1125'' 1300 32' 36' 40' 44' 48' 98' 96.5 82.6 788 72.5 67.4 82.7 104.7 W1 W2 WIDTH (W) W1 + W2 2 VITHOUT HIDNFORCING man RIOiFOL0HQG MIT REINFORCING MULLION LOAD CAPACITY - PSF MULLIONS IE176 INTERMEDIATE HORIZONTALS MIME LOAD CAPACITY - PSF . MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT MIND. LIGHT REEF. HEM REINP. NOMINAL DN(S. WITHOUT REEF. NIGHT REM. HEAVY REEF. MOTH (11) FRAME topes DR. ( +) 11r. ( -) En ( +) 9R ( -) E18. ( +) NT. ( -) 91070 no ENE EMII1 858. (4) Exr. ( +) 9NI. ( -) Exr ( +) (-) 32' 38' 40' 44' 48' 62' 56' 80' 72 100.0 130.0 130.0 1000 1300 1300 100.0 130.0 130.0 100.0 130.0 130.0 100.0 130.0 130.0 100.0 130.0 130.0 100.0 1300 130.0 32' 36' 40' 44' 48• 52' 56' 102' 40.0 130.0 130.0 40.0 1300 130.0 40.0 130.0 130.0 400 118.5 130.0 40.0 108.6 1300 40.0. 100.2 1298 40.0 93.1 117.7 98.9 1300 1300 32' 38' 40' 44' 48' 52' 58' 80' 79' 100.0 130.0 130.0 100.0 130.0 1300 100.0 130.0 130.0 100.0 1300 1300 1000 130.0 1300 32' 36' 40' 44' 48• 58' 108' 40.0 1300 130.0 400 129.1 130.0 40.0 116.2 130.0 40.0 105.7 1300 40.0 869 1228 40.0 82.4 113.1 982 1300 130.0 89.4 130.0 1300 83.4 1300 130.0 32' 36' 40' 44' 48' 52' 56' 60' 84 100.0 130.0 1300 100.0 130.0 1300 1000 1300 1300 97.1 130.0 130.0 89.0 130.0 130.0 822 130.0 1309 76.3 130.0 130.0 32' 38' 40' 44' 48' 32' 36' 40' 44' 46' 114' 120' i 400 1300 130.0 40.0 115.9 130.0 40.0 104.3 1300 40.0 94.8 1199 400/ 400 869 125.5 ,. 1089,' 130.0 40.0 104.6 130.0 94.1 118.1 385 85.8 1082 35.3 j 78.5 992 400 128.1 130.0 32' 38' 40' 44' 48' 52' 58' 60' 90' 1004 130.0 1309 100.0 130.0 130.0 921 130.0 130.0 838 130.0 1300 769 130.0 1300 70.9 128.6 130.0 40.0 119.8 130.0 40.0 1119 130.0 32' • 36' 40' 444' ea. Ear 32• 38• 40• 44• 48' 100.0 130.0 1300 891 130.0 130.0 80.3 130.0 130.0 73.0 689 40.0 40.0 130.0 C122r) 1300 T 130.0 130.0 130.0 1132 105.1• / 40.0 98.1 r' 124.0 98' 98.1 85.4 76.9 69.9 64.0 WIDTH (W) STRUCTURES ' 1W A ' CA N 9 AIM 1 2 2008 WI + W2 2 PRODUETRENEWED 082816 19018119 AlcePlace zealeatoe Data 4,NS�� T airline e z QFQ a f1 8 11 C � $ 0 OHIO EE y�6 1 drawing no. W02 -27 (sheet 3 of 11 WA W1 W2 WIDTH (W) W1 + W2 2 VITHOUT HIDNFORCING man RIOiFOL0HQG MIT REINFORCING MULLION LOAD CAPACITY - PSF MULLIONS IE176 INTERMEDIATE HORIZONTALS MIME LOAD CAPACITY - PSF . MULLIONS WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT MIND. LIGHT REEF. HEM REINP. NOMINAL DN(S. WITHOUT REEF. NIGHT REM. HEAVY REEF. MOTH (11) FRAME topes DR. ( +) 11r. ( -) En ( +) 9R ( -) E18. ( +) NT. ( -) 91070 no ENE EMII1 858. (4) Exr. ( +) 9NI. ( -) Exr ( +) (-) 32' 38' 40' 44' 48' 62' 56' 80' 72 100.0 130.0 130.0 1000 1300 1300 100.0 130.0 130.0 100.0 130.0 130.0 100.0 130.0 130.0 100.0 130.0 130.0 100.0 1300 130.0 32' 36' 40' 44' 48• 52' 56' 102' 40.0 130.0 130.0 40.0 1300 130.0 40.0 130.0 130.0 400 118.5 130.0 40.0 108.6 1300 40.0. 100.2 1298 40.0 93.1 117.7 98.9 1300 1300 32' 38' 40' 44' 48' 52' 58' 80' 79' 100.0 130.0 130.0 100.0 130.0 1300 100.0 130.0 130.0 100.0 1300 1300 1000 130.0 1300 32' 36' 40' 44' 48• 58' 108' 40.0 1300 130.0 400 129.1 130.0 40.0 116.2 130.0 40.0 105.7 1300 40.0 869 1228 40.0 82.4 113.1 982 1300 130.0 89.4 130.0 1300 83.4 1300 130.0 32' 36' 40' 44' 48' 52' 56' 60' 84 100.0 130.0 1300 100.0 130.0 1300 1000 1300 1300 97.1 130.0 130.0 89.0 130.0 130.0 822 130.0 1309 76.3 130.0 130.0 32' 38' 40' 44' 48' 32' 36' 40' 44' 46' 114' 120' i 400 1300 130.0 40.0 115.9 130.0 40.0 104.3 1300 40.0 94.8 1199 400/ 400 869 125.5 ,. 1089,' 130.0 40.0 104.6 130.0 94.1 118.1 385 85.8 1082 35.3 j 78.5 992 400 128.1 130.0 32' 38' 40' 44' 48' 52' 58' 60' 90' 1004 130.0 1309 100.0 130.0 130.0 921 130.0 130.0 838 130.0 1300 769 130.0 1300 70.9 128.6 130.0 40.0 119.8 130.0 40.0 1119 130.0 32' • 36' 40' 444' ea. Ear 32• 38• 40• 44• 48' 100.0 130.0 1300 891 130.0 130.0 80.3 130.0 130.0 73.0 689 40.0 40.0 130.0 C122r) 1300 T 130.0 130.0 130.0 1132 105.1• / 40.0 98.1 r' 124.0 98' 98.1 85.4 76.9 69.9 64.0 WIDTH (W) STRUCTURES ' 1W A ' CA N 9 AIM 1 2 2008 WI + W2 2 PRODUETRENEWED 082816 19018119 AlcePlace zealeatoe Data 4,NS�� T airline e z QFQ a f1 8 11 C � $ 0 OHIO EE y�6 1 drawing no. W02 -27 (sheet 3 of 11 ANCHOR LOAD CAPACITY - FSF EIfT.(+) @ OTT.(-) ANCHOR LOAD CAPACITY - PSF EXT. +) & INT. -) - U �� o - NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE '8' ANCHORS TYPE 'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' 1NCHOHS TYPE 'C' HO NTALE WIDTH (9) FLAME HEIGHT A2 43 A4 B2 B9 C2 C3 WIDTH (W) FRAME HEIGHT 42 A9 44 62 53 C2 C9 Z �'. d 32' 36' 40' 44' 45' 48' 52' 88' 60' 72' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32' 38' 40' 44' 45' 48' 52' 108' 7192 130.0 130.0 130.0 130.0 130.0 130.0 91 '0.O 130.0 130.0 130.0 130.0 130.0 130.0 130.0 108.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 95.3 130.0 130.0 130.0 130.0 130.0 130.0 IiIij 130.0 130.0 130.0 130,0 130.0 130.0 130.0 86.7 121.3 130.0 119.7 130.0 119.7 130.0 127.1 130.0 130.0 130.0 130.0 130.0 130.0 84.7 1183 -130.0 117.0 130.0 117.0 130.0 119.2 130.0 130.6 130.0 130.0 130.0 130.0 79.4 ' 111.2 13 .0 109,7 130.0 109.7 130.0 110.0 130.0 130.0 130.0 130.0 130.0 130.0 73.3 102.7 130.0 101.3 130.0 101.3 130.0 ^� 8 i� g 0 `i' 4 g 102.1 130.0 130.0 130.0 130.0 130.0 130.0 32' 38' '40 44' 48' 48' 114' 112.8 130.0 130.0 130.0 130.0 130.0 130.0 92 95.3 130.0 130.0 130.0 130.0 130.0 130.0 100.4 90.3 130.0 128.4 130.0 130.0 130.0 124.7 130.0 130.0 130.0 124.7 W1DmH Mi + 92 32' 38' 40' 44' 45' 48' 52' 88' 80' 78' _ 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 (11) - ( YUWON) 2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 82.1 114.9 130.0 113.4 130.0 113.4 130.0 i*$G 112k j 0 p� Y7 1 8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 80.3 112.4 130.0 110.9 130.0 110.9 130.0 120.0 130.0 130.0 130.0 130.0 130.0 130.0 75.3 105.4 130.0 103.9 130.0 103.9 130.0 117.3 130.0 130.0 130.0 130.0 130.0 130.0 32' 36' 40' 44' 45' 48' • 120' 107.3 130.0 130.0 130.0 130.0 130.0 130.0 ' 110.0 130.0 130.0 130.0 130.0 130.0 130.0 95.3 85.8 130.0 120.1 130.0 130.0 130.0 118.5 130.0 130.0 130.0 118.5 130.0 130.0 101.5 130.0 130.0 130.0 130.0 130.0 130.0 yj g l n 94.3 130.0 130.0 130.0 130.0 730.0 130.0 78.0 109.2 130.0 107.7 130.0 107.7 130.0 88.0 123.2 130.0 121.5 130.0 121.5 130.0 78.3 108.8 130.0 105,3 130.0 105.3 130.0 32' 36' 40' 44' 45' 48' 52' 58' 80' 84' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 71.5 100.1 128.7 98.8 130.0 98.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 ANCHORS TYPES. SEE SHEET 5 FOR DESCRIPTION 1228 130.0 130.0 130.0 130.0 130.0 130.0 111.4 130.0 130.0 130.0 130.0 130.0 130.0 109.0 130.0 130.0 130.0 130.0 130.0 130.0 m (2) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON 52 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF MUWON A9 - 3 ANCHORS TYPE 'A' AT EACH SIDE OF MUWON B3 - 3j) ANCHORS TYPE 'B' AT EACH SIDE OF MUWON C3 ■ 3 ANCHOR TYPE 'C' AT EACH SIDE OF MUWON A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF MUWON ALL OTHER ANCHOR TO BE SPACED AS PER ELEVATION. 102.1 130.0 130.0 130.0 130.0 130.0 130.0 94.3 130.0_ 130.0 130.0 130.0 130.0 130.0 87.6 122.6 130.0 120.9 130. 120.9 130.0 81.7 114.4 130.0 112.9 130.0 1129 130.0 32' 38' 40' 44' 45' 48' 52' 56' 80' 90' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 127.1 130.0 130.0 130.0 130.0 130.0 130.0 114.4 130.0 130.0 130.0 130.0 130.0 130.0 104.0 130.0 130.0 130.0 130.0 130.0 130.0 101.7 130. 130.0 130.0 130.0 130.0 130.0 < 95.3 130.0 130.0 130.0 130.0 130.0 130.0 o ig 1 i g$ g e E G 6 i i 88.0 123.2 130.0 121.5 130.0 121.5 130.0 81.7 114.4 130.0 1129 130.0 1129 130.0 - �mi ■ i- -Imm■ --mon 78.3 106.8 130.0 105.3 130.0 105.3 130.0 3' --- RR �l Y Y �� 3' - 8• �1EWED Y a 32' 38' 40' 44" 45' s9• 60" \98' ] 130.0 130. 130.0 130.0 130.0 130.0 130.0 ra.��,-_!��s_w4y g• ^""Rda7e �flB 1192 130.0 130.0 130.0 130.0 130.0 130.0 3 3'3• 3' " �f' -c3LC �JO, 107.3 130.0 130.0 130.0 130.0 130.0 130.0 3• - 97.5 130.0 130.0 130.0 130.0 130.0 130.0 a A2 95.3 130.0 130.0 130.0 130.0 130.0 130.0 A" g 3 S $ 8 4 128.1 130.0 123.4 130.0 123.4 130.0 87.5 115.5 130.0 130.0 113 9 130.0 76. 107.3 130.0 1' -.4. 130.0 105.8 130.0 71.5 100.1 128.7 989 130.0 98.8 130.0 g < m 32' 30' 40' 44' 48' 48' 52' Se' 102' .' 126.2 130.0 130.0 130.0 130.0 130.0 130.0 �y+ 11 3 y g k 5j 1 A' 112.2 130.0 130.0 130.0 130.0 130.0 130.0 100.9 130.0 - 130.0 130.0 130.0 130.0 130.0 ' STRUCTURES F �: PE All 4tIC; ➢ It 2U(1 Y 91.8 1253 130.0 128.7 130.0 128.7 130.0 89.7 125.8 130.0 123.9 130.0 1239 130.0 84.1 117.8 130. ' 118.2 130.0 1182 130,0 77.6 108.7 130.0 107.2 130.0 107.2 130.0 drawing no. W02-27 72.1 1009 129.8 99.6 130.0 99.8 130.0 (sheet 4 o 11 DOOR.MU11WON LOAD C&PACITY -PSF WIDTH (W) INC8P9 FRAME HEIGHT, INCHES WITHODT HEINF. LIGHT RENE MEDWI( R5H1F. HEAVY REU E7TF. c +) D1T. ( -) EM. c+ MT. ( -) EXT:( +) Wit ( -) E%f. ( +) WT. (-) 30 75.0 100.0 100.0 100.0 33 75.0 100.0 100.0 100.0 38 75.0 100.0 100.0 100.0 39 75.0 100.0 100.0 100.0 42 110 75.0 100.0 100.0 100.0 45 75.0 100.0 100.0 100.0 48 75.0 100.0 100.0 100.0 51 75.0 100.0 100.0 100.0 54 75.0 100.0 100.0 100.0 57 75.0 100.0 100.0 100.0 80 74.5 it 95.8 100.0 100.0 30 75.0 100.0 100.0 100.0 33 75.0 100.0 100.0 100.0 38 75.0 100.0 100.0 100.0 39 75.0 100.0 100.0 100.0 42 118 75.0 100.0 100.0 100.0 45 75.0 100.0 100.0 100.0 48 75.0 100.0 100.0 100.0 51 78.0 100.0 100.0 100.0 54 74.7 96.9 100.0 100.0 57 70.8 91.8 100.0 100.0 60 - 87.2 100.0 100.0 30 75.0 100.0 100.0 100.0 33 75.0 100.0 100.0 100.0 38 75.0 100.0 100.0 100.0 39 75.0 100.0 100.0 100.0 42 1 75.0 100.0 100.0 100.0 45 75.0 100.0 100.0 100.0 48 72.8 85.3 100.0 100.0 51 68.5 89.7 100.0 100.0 54 647 84.7 100.0 100.0 57 - 80.2 100.0 100.0 80 - 789 100.0 100.0 30 75.0 100.0 100.0 100.0 33 75.0 100.0 100.0 100.0 38 75.0 100.0 100.0 100.0 39 75.0 100.0 100.0 100.0 42 727 85.9 100.0 100.0 45 87.8 88.5 100.0 100.0 48 .. 83.8 839 100.0 100.0 51 599 79.0 100.0 100.0 54 - 74.8 100.0 100.0 57 - 70.7 98.7 100.0 50 - 87.2 919 100.0 30 75.0 100.0 100.0 100.0 33 75.0 100.0 100.0 100.0 38 74.6 99.4 100.0 100.0 39 88.9 81.7 100.0 100.0 42 104 84.0 85.2 100.0 100.0 45 597 79.5 100.0 100.0 48 58.0 749 100.0 100.0 51 - 70.2 98.0 100.0 54 - 86.3 90.7 100.0 57 - 82.8 859 100.0 80 - 59.8 81.8 100.0 DOOR MILLION LOAD CAPACITY -PSF WIDTH (W) INCHES FRAME HEIGHT INCHES =HOOT MINK LIGHT BMW. MEDIUM MINK HEAVY REM'. E1D. (4.) 9O'. ( -) E1G. ( +) INT. (-) EEL ( +) INT. ( -) Exn.. ( +) PH. ( -) 30 75.0 100.0 100.0 100.0 33 69.7 98.9 100.0 100.0 38 83.9 88.8 100.0 100.0 39 59.0 82.0 100.0 100.0 42 110 54.8 76.1 100.0 100.0 45 51.1 71.1 97.2 100.0 48 - 88.8 91.2 100.0 51 - 82.7 85.8 100.0 54 - 59.2 81.0 100.0 57 - 68.1 78.8 97.8 50 - 53.3 72.9 92.7 30 - 95.9 100.0 100.0 33 - 87.1 100.0 100.0 38 - 79.9 100.0 100.0 39 - 73.7 100.0 100.0 42 118 - 68.5 93.7 100.0 45 - 83.9 87.4 100.0 48 - 59.9 82.0 100.0 51 - 58.4 77.2 98.1 54 - 53.3 72.9 928 57 - 50.5 89.0 87.7 50 - 47.9 85.6 93.4 30 - 89.8 100.0 100.0 33 - 81.4 100.0 100.0 38 - 74.7 100.0 100.0 39 - 868 94.3 100.0 42 1 - 84.0 87.8 100.0 45 - 58.7 81.7 100.0 48 - 58.0 76.8 97.4 51 - 52.7 72.1 91.8 54 - 49.8 88.1 88.8 57 - 47.1 84.5 82.0 60 _ - 44.8 81.3 77.9 TOTAL NO. IF *16240RS AT DOOR MULLION HEAD LBiiF Ela NEAYY SUBSTRATE ai RE9ff. a'a ".�� REBJF. E�tllO CONtlffTE 4 5 5 6 METAL 4 5 5 5 -+ 1i" /. / 0 / / / $ \ DELTA DOORS MIMING DOORS SEE SEPARATE NCR • / p pl \ \ // o -+ 1i" /. / 0 / / / $ \ DELTA DOORS MIMING DOORS SEE SEPARATE NCR • / p pl \ DELTA DOORS MIMING DOORS SEE SEPARATE NCR • N0. OF ANCHORS AT 0008 MULLION AT AXED U1E WflHOUT LIGHT MEOW MAW SUBSTRATE REINE RRENE REAF. RE NE. CONCRETE 2 3 3 4 METAL 2 3 3 4 TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD 80H011T UCHT NEDRA HEAW SUBSTRATE 6081'. REWF. RFTNF. REMF. CONCRETE 4 5 5 6 METAL 4 5 6 8 AT DOOR MULLLLIONATFIXEDD UTE 3111140117 LIGHT MEOW HEAVY SUBSTRATE RENE. RONF. RUN'. REBNF. CONCRETE 2 3 3 4 METAL 2 3 3 4 82 W1 W2 2 4 DELTA DOORS OUTSSYING DOORS SEE SEPARATE IAA ©..�.Sry_' 7 __ / / / / a�q8 3 7 \ 4 a \ � , L4 911 RIM (W) W1 + W2 2 Engr: STRUCTURES ES FAR000 N^.1�H. 3938 AU(1 1 2U0 I2100UCf RENEW 1 S;IM4 the F q 1 AlisplaNce 919 wDWt' 1 L lf1Itl�0 d8 Predaet C Mika ai```r i N g�g i71S m 6 b 1 drawing n5. W02 -27� (sheet 50f 11 ) / p pl \ \ // o N0. OF ANCHORS AT 0008 MULLION AT AXED U1E WflHOUT LIGHT MEOW MAW SUBSTRATE REINE RRENE REAF. RE NE. CONCRETE 2 3 3 4 METAL 2 3 3 4 TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD 80H011T UCHT NEDRA HEAW SUBSTRATE 6081'. REWF. RFTNF. REMF. CONCRETE 4 5 5 6 METAL 4 5 6 8 AT DOOR MULLLLIONATFIXEDD UTE 3111140117 LIGHT MEOW HEAVY SUBSTRATE RENE. RONF. RUN'. REBNF. CONCRETE 2 3 3 4 METAL 2 3 3 4 82 W1 W2 2 4 DELTA DOORS OUTSSYING DOORS SEE SEPARATE IAA ©..�.Sry_' 7 __ / / / / a�q8 3 7 \ 4 a \ � , L4 911 RIM (W) W1 + W2 2 Engr: STRUCTURES ES FAR000 N^.1�H. 3938 AU(1 1 2U0 I2100UCf RENEW 1 S;IM4 the F q 1 AlisplaNce 919 wDWt' 1 L lf1Itl�0 d8 Predaet C Mika ai```r i N g�g i71S m 6 b 1 drawing n5. W02 -27� (sheet 50f 11 ) TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD 80H011T UCHT NEDRA HEAW SUBSTRATE 6081'. REWF. RFTNF. REMF. CONCRETE 4 5 5 6 METAL 4 5 6 8 AT DOOR MULLLLIONATFIXEDD UTE 3111140117 LIGHT MEOW HEAVY SUBSTRATE RENE. RONF. RUN'. REBNF. CONCRETE 2 3 3 4 METAL 2 3 3 4 82 W1 W2 2 4 DELTA DOORS OUTSSYING DOORS SEE SEPARATE IAA ©..�.Sry_' 7 __ / / / / a�q8 3 7 \ 4 a \ � , L4 911 RIM (W) W1 + W2 2 Engr: STRUCTURES ES FAR000 N^.1�H. 3938 AU(1 1 2U0 I2100UCf RENEW 1 S;IM4 the F q 1 AlisplaNce 919 wDWt' 1 L lf1Itl�0 d8 Predaet C Mika ai```r i N g�g i71S m 6 b 1 drawing n5. W02 -27� (sheet 50f 11 ) AT DOOR MULLLLIONATFIXEDD UTE 3111140117 LIGHT MEOW HEAVY SUBSTRATE RENE. RONF. RUN'. REBNF. CONCRETE 2 3 3 4 METAL 2 3 3 4 82 W1 W2 2 4 DELTA DOORS OUTSSYING DOORS SEE SEPARATE IAA ©..�.Sry_' 7 __ / / / / a�q8 3 7 \ 4 a \ � , L4 911 RIM (W) W1 + W2 2 Engr: STRUCTURES ES FAR000 N^.1�H. 3938 AU(1 1 2U0 I2100UCf RENEW 1 S;IM4 the F q 1 AlisplaNce 919 wDWt' 1 L lf1Itl�0 d8 Predaet C Mika ai```r i N g�g i71S m 6 b 1 drawing n5. W02 -27� (sheet 50f 11 ) 82 W1 W2 2 4 DELTA DOORS OUTSSYING DOORS SEE SEPARATE IAA ©..�.Sry_' 7 __ / / / / a�q8 3 7 \ 4 a \ � , L4 911 RIM (W) W1 + W2 2 Engr: STRUCTURES ES FAR000 N^.1�H. 3938 AU(1 1 2U0 I2100UCf RENEW 1 S;IM4 the F q 1 AlisplaNce 919 wDWt' 1 L lf1Itl�0 d8 Predaet C Mika ai```r i N g�g i71S m 6 b 1 drawing n5. W02 -27� (sheet 50f 11 ) 911 RIM (W) W1 + W2 2 Engr: STRUCTURES ES FAR000 N^.1�H. 3938 AU(1 1 2U0 I2100UCf RENEW 1 S;IM4 the F q 1 AlisplaNce 919 wDWt' 1 L lf1Itl�0 d8 Predaet C Mika ai```r i N g�g i71S m 6 b 1 drawing n5. W02 -27� (sheet 50f 11 ) (sheet 68111 ) DOOR MULLION LOAD CAPACITY - PSF' DOOR MULLION LOAD CAPACITY - PSF SUBSTRATE NOMINAL DIMS. UGRY BBm 1®101 96.09! 9 . NOMINAL DIDB. LIMY 55197. MEDIUM MDT. HEAVY 5501F. FRAME HEIGHT MRS MOTH INCHES INCHES 1 M. +; (REIN. 066. ( -5 (R M. (-) RN9E5 INCHES INCHES Nf. ( -) 174t. ( -) 08.6- ■ 00 46-1/4 52-1/4 59 -1/4. 64-1/4 100.0 100.0 100.0 100 80 48-1/4 52 -1/4 58-1/4 84-1/4 89.1 94.5 100.0 100.0 100.0 65.1 69.0 97.1 100.0 100.0 61.5 54.1 91.5 / 100.0 100.0 58.3 79.7 64 48-1/4 52 -1/4 58-1/4 84-1/4 100.0 100.0 100.0 48-1/4 52 -1/4 58 -1/4 64-1/4 66.9 91.5 100.0 100.0 100.0 63.1 86.4 94,7 100.0 100.0 59.8 81.8 89.4 100.0 100.0 58.7 77.6 F 72 48-1/4 52 -1/4 58-1/4 84-1/4 100.0 100.0 100.0 72 46-1/4 52 -1/4 58-1/4 84-1/4 63.0 00.7 100.0 100.0 59.6 81.5 903 100.0 100.0 56.6 77.4 85.4 100.0 100.0 53.9 73.7 84 48-1/4 52 -1/4 58-1/4 64-1/4 943 100.0 100.0 84 48-1/4 52 -1/4 56-1/4 57.8 79.1 89.1 100.0 100.0 55.0 75.2 84,4 100.0 100.0 52.4 71.7 80.1 / 100.0 100.0 114 00 46-1/4 52 -1/4 58 -1/4 84-1/4 60.4 829 100.0 98 60 48-1/4 52 -1/4 58-1/4 64-1/4 933 100.0 100. 57.0 77.9 99.1 87.5 100.0 100.0 53.9 73.8 93.8 82.4 100.0 100.0 51.1 70.0 88.9 779 100.0 100.0 48-1/4 82 -1/4 58-1/4 84-1/4 58.4 80.0 100.0 48-1/4 82 -1/4 38-1/4 84-1/4 90.6 100.0 100.0 55.2 78.8 96.0 85.1 100.0 100.0 52.3 71.6 91.0 80.2 100.0 100.0 49.7 88.1 88.5 759 100.0 100.0 72 46-1/4 52 -1/4 58-1/4 64-1/4 549 75.1 95.4 72 48-1/4 52 -1/4 58-1/4 84-1/4 85.6 100.0 100.0 52.0 71.2 90.5 80.7 100.0 100.0 49.5 67.7 88.0 763 100.0 100.0 - 47.2 64.5 82.0 72.4 99.0 100.0 84 48-1/4 52 -1/4 50.3 68.8 87.4 46-1/4 52 -1/4 88-1/4 64-1/4 79.1 100.0 100.0 47.9 85.5 83.3 749 100.0 100.0 120 00 48-1/4 52 -1/4 58-1/4 84-1/4 33.2 72.8 92.6 71.1 97.2 100.0 50.3 88.8 87.4 67.6 62.8 100. 47.7 65.2 82.9 102 00 46-1/4 52 -1/4 58-1/4 64-1/4 79.8 100.0 100.0 45.3 619 78.7 75. 100.0 100.0 04 46-1/4 52 -1/4 58-1/4 64-1/4 51.5 70.4 89.5 70.8 189 100.0 48.7 88.6 84.7 87.0 91.8 100.0 48.2 633 80.4 48-1/4 32-1/4 58-1/4 64-1/4 77.4 100.0 100.0 44.0 80.2 76.5 729 99.7 100.0 72 48-1/4 52 -1/4 58-1/4 48.2 88.0 83.9 88.9 94.2 100.0 45.8 827 79.7 65.3 89.3 100.0 43.6 59.7 75.9 72 46-1/4 52 -1/4 56-1/4 84-1/4 73.0 999 100.0 84 48-1/4 44.1 80.3 71.7 68.9 94.3 100.0 / 65.3 89.4 100.0 82.1 85.0 100.0 46-1/4 52 -1/4 38-1/4 64-1/4 67.2 91.9 100.0 83.8 673 100.0 � ' 1011 B0.7 83.0 100. fri 579 793 100.0 - _, 101_ -f?J u Engr OR. 9 FAR000 M� 1 16507 ma A(IGJ`GMEI tV z k FWrawing 02 -27 TOTAL NO. OF ANCHORS AT 0008 NUWON HEAD SUBSTRATE UPTO 75 PSF UPTO 100 PSF WOOD 6 10 COMORERE 8 7 METAL 6 7 Engr OR. 9 FAR000 M� 1 16507 ma A(IGJ`GMEI tV z k FWrawing 02 -27 NO. OF ANCHORS AT 000R UUU. I AT FI E0 1.11E SUBSTRATE UPTO 75 PS'. UPTO 100 PSF 5000 4 CONCRETE 3 4 METAL 3 4 Engr OR. 9 FAR000 M� 1 16507 ma A(IGJ`GMEI tV z k FWrawing 02 -27 k drawing no. (W02 -271 • WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE la.ev. FOR SPACING 1/4' DL . UITRACON BY 'ELM' (Fu -177 Ksl, Fy•155 Ksl) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'— 1/4" DIA. ULTRACON BY 'ELCO' DIRECTLY INTO CONC. OR MASONRY 1 -3/8" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'— f 14 SMS OR SELF DRILING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPIC5 EDGE DISTA►10E INTO CONCRETE AND MASONRY • 2 -1/2" MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re = 3000 P51 MIN. MASONRY fm = 1500 PS1 MIN. Gqr. Utz MOOD CAN / X87 ill 12 70G IIJNIOCTRENEWED ausBybingagitli a,W Ibldkg Ode Aseepause•N• miter t1m 3crr By I< 4., .1 M3wdlBd, u ro Z F� gfal 0 0 0 jT 8 • • 1 sheet 7 of 11 (sheet 8 of 11 ) 1134 OR 28Y W000 BUCKS 1/4' MAX 1/4-20 X 2 MS W/ WASHER & NUT AT 27' O.C. MAX 1/4 MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING REIN s; TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4' MAX. STEEL REINFORCING OPTIONAL SEE CHART ON SHEET 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 AT1 TYPICAL ANCHORS SEE B. FOR SPACING 1/4' MAX SHIM PRODUCFRENEWED •161Pb1vw0A the PAuY4 &Mal Cods AewwaawNaA f 02124 64111111110110100 .vt0 125 },G' 0 An I HUrAYOtIN 4Mar os ei ig 0 IQ 0 k drawing no. W02 -27 STEEL REINFORCING SEE SHEETS 5 AND 8 FOR CAPACITY SEE SEPARATE NOA FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS NOA OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. drawing no. W02 -27 sheet 9 of 11 ) FRAME JAMB /MULLION POCKET FILLER 1.000 1.750 1.000 4.952 Rfl rL 3.948 FRAME HORIZONTAL ts) DOOR MUWON .125 4.000 DOOR MULL DOOR MULL REINF. CHANNEL REINF. BAR CIO) UGHT 17 HEAVY 4.825 DOOR MULL REINF. CHANNEL to MEDIUM /HEAVY .349 SNAP IN COVER . r 4.825 MULLION STEEL. REINFORCING 38 ICSI MIN. PRODDCTRENEWED allimPOY8swiTh the Raw. 6 15eeDeb 'd .•0� dig BY I h IOW e�AaY r�`t qr�R HI�INYWIN A9000 SIRtiCIURfS Ado PE J 16557 CJ Ji. 3538 AUG 1 2 2008 z o 8 V OiLEO 1 1 drawing no. W02 -27 (sheet 10 of 11 ITEM NO. PAST NUMBER QUANTITY DESCEGPfON M8TBRIAL NAND. /SUPPLIER/B81IUBBS 1 DLD -103 AS RECD. FRAME HEAD /SILL 8083 -15 — 2 DLD -104 AS RECD. FRAME HORIZONTAL 8083 -18 — 3 DLD-100 AS RECD. FRAME .IAMB /MULLION 5083 —T8 — 4 DLO-102 AS READ. GLAZING STOP 8083 -18 — 5 — — — — — 5 DID -101 AS REQD. POCKET FILLER 5083 -15 — 7 BCE -475 AS RECO. SNAP IN COVER. 2-1/2' LONG 8083 -78 — 8 — AS RECD. GLAZING BASKET NEOPRENE — 9 — AS REOD. GLAZING COMPOUND SILICONE DOW 995 10 — AS REQO. GLAZING TAPE — NORTON 11 — AS READ. SETDNO BLOCK AT 1/4' POINTS NEOPRENE 1/8 X we X 2 LONG 12 012 X 1 -1/4' 4/ CORNER AMY SCREWS PHS71S STEEL — 13 — AS RED. MULLION REINFORCING CHANNEL. STEEL — 14 — AS READ. MULLON REINFORCING BAR STEEL — 15 01D -124 2/DOOR DOOR MULLION 8083 -18 — 18 — AS REDO. REINFORCING CHANNEL (LIGHT) STEEL — 17 — AS REQD. REINFORCING CHANNEL (MEDIUM/HEAVY) STEEL — 18 — AS REQ0. REINFORCING BAR (HEAVY) STEEL — ImoDucrumwm fesegum•x Wei Me Mesita itskEng Cade =maws Dale tabbies 1:1P a fa 1 a 0 L E MIAMI.113AADB COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DA.DE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www .m,tamidade.eovlbaildinecode Delta Doors Manufacturing Co. • 7500 NW 69"' Ave Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miaini -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "DH -350" Outswing Aluminum Door w /wo Transom -- L.M.I. APPROVAL DOCUMENT: Drawing NO. W04 -83, titled "Series-DH-350 Alum Out -Swing Entrance Door", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 10/05/04, with last revision C dated 12/14/09, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LIMITATIONS: 1. The Doors are not rated for water infiltration resistant. 2. Refer to design pressure rating based on lock stile reinforcement & lock options. 3. The frame jamb item #3 (5 "x1 "x3.5 ") is rated to max. DP=70 psf only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 1012.04 and consists of this page 1 and evidence sheet E-1 as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 10-0121.10 Expiration Date: February 10, 2015 Approval Date: February 17, 2010 Page 1 pelts Doors Manufacigrina Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing NO. W04 -83, titled "Series -DH -350 Alum Out -Swing Entrance Door", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 10/05/04, with last revision C dated 12/14/09, signed and sealed by Arshad Viqar, P. E. B. TESTS "Submitted under NO/1# 04-1123.01" 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test (Not Performed) 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -4254, dated 06/28 /04, FTL -4306, dated 08/31 /04 and FTL -4254, all signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS "Submitted under NOA # 07- 1012.04" 1. Anchor verification, comparative and structural analysis, prepared by AL- Farooq Corporation, dated 04/26/06 and last revised on June 25, 2008, signed and sealed by Dr. Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. • Notice of Acceptance No. 08- 0520.08, issued to Saluda, Inc. for "Vanceva Composites Glass Interlayer", expiring on 12/11/13. 2. Glazing complies w/ ASTME - 1300 -04 F. STATEMENTS "Submitted under NOA # 04-1123.01" 1. Statement letter of code compliance and no financial interest, dated 06 -25 -08, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. 3. Statement letter dated 03/19/07 issued by Delta Doors, clarifying legal name as "Vidco Industries DBA Delta Doors Mfg. ", signed by Melba Martinez. "Submitted under NOA # 07- 1012.04" G. OTHER 1. Test proposals # 02 -0472 & # 06 -0182, issued by BCC °. 2. Change of engineer letter, issued by Al -Farooq Corporation, dated 01/ sealed Arshad Viqar, P.E. E -1 04. 0, signed an d fref - Dl/ //0 Carlos M. Iltrera, P. R. Product Control Examiner NOA No. 10-0121.10 Expiration Date: February 10, 2015 Approval Date: February 17, 2010 2 1/2' MAX. 43 ti/i6" FRAM? WIDTH 41 3/4' MAK LEAF WIDTH 32 5/8 "MAX. D.L. OPG. 15 1/Y TIP. \ 3 1/2' MAX. 15 1/2' MAX. TYP. 2 1 /2' MAX. SURFACE APPUED F�YL BE USED 88 3/4' FRAME WIDTH ANCHORS AT MTG. STILE AT 3' 0.C. MAX. SEE CHART 81D-05 FOR RUMMIES C 0 n � 999 11 DH -350 ALUM OUT- SWING ENTRANCE DOOR SEE CHARTS ON SHEET 2 FOR DESNIN LOAD CAPACITY OF SINGLE (5) AND DOUBLE (%X) DOORS 5/0 TRANSOM. SEE CHARTS ON SHEET 3 FOR DESIGN 1.040 CAPACITY OF SINGLE) AND DOUG 0/XX) DOORS WITH TRANSOM. DOORS CAN ALSO BE USED WITH OHS -500 STOREFRONT SYSTEM. FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE N0A FOR 000R MULLION CAPACITY. THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS OR STOREFRONT ROA WILL APPLY 70 ENTIRE SYSTEM. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 3 1/2' MAX. i L 41 3/4' MAX. LEAF WIDTH 32 5/8' MAIL 0.L OPO. 15 1/2' .MAX. TYP. fV m • \ / TYPICAL ELEVATI011$ 15 1/2" MAX. 778. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COD 2007 EDITION INCLUDING NIGH VELOCOY HURRICANE ZONE (NW). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SWILL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOITNNIS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASES 05ED IN DESIGN 07 ANCHORS INTO WOOD ONLY. MERLES S INCUIOtIG BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COLE INTO CONTACT WITH OTHER DSS1M AR MATERIALS SWILL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ANCHORS AT TRANSOM ENDS RE00. AT DOUBLE DOORS ONLY (5) FOR WOOD INSTALLATIONS (4) FOR CONC. INSTALLATIONS m S g 86 3/4' FRAME WIDTH 82• 11 OO.L.OPO. F• I I I I DESWN ICAO HECHT wow coNa4ETE METAL p� m i 8 / a 1. 3-1/2• MAX. NUMBER OF ANCHORS AT MTO. 5151 EUOS MAXIMUM 0008 OPNO. SUBSTRATE DESWN ICAO HECHT wow coNa4ETE METAL p� G %11 4 3 3 N..- �.+A 707=1 5 4 4 1W PSF 56 IN. 5 4 4 107- 1/211. 8 5 5 11- I;I 32 1/8' MAX. 0.L. OPO. 41 3/4' MAX. LEAF WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Eigr. A O/ 3g AR KA. C,A�N. 343e JAN 07 2010 rian Yrlpdr TIad16 000 i , Y, Toollot0m645 U\ O F 1 d' 1. d o .s LLIII ors o • o b M • (3 N2r a 1 .bJ drawing no. W04 -83 (sheet 1 of 8 ) OOO O WIDTH R STOREFRONT STORE 1T SYSTEM SEE SEPARATE NOA� BELOW 3 y�{ 43- 11/16" MAX. 61.011E owoo ( x ) SINGLE ENTRANCE DOORS W/O TRANSOM DEMON LOAD CAPACITY - PER NOMINAL DIMS. LOBS OPTION I - LOCK 09009 2 LOCK STILE UN-REINFORCED LOCK MLR UN- REINFORCED DICE STILE REINFORCED 0008 0960. MOTH ' 9008 OPN6. HOW EXT. ( +) 00. ( -) EXf.. (+ N6T. (- EXT. ( +) NT. ( -) • 32' W 70.0 75.0 100.0 38" 70.0 75.0 100.0 39" 70.0 75.0 100,0 41 -3/4" 70.0 75.0 100.0 32" 1 02. 70.0 75.0 100.0 38" 70.0 75.0 100.0 39" 70.0 75.0 100.0 41 -3/4" 70.0 75.0 100.0 32' 107 -1/2" 70.0 75.0 100.0 38" 70.0 75.o 100.0 39" 70.0 73.0 10110 41 -3/4' 70.0 75.0 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. . DOCK STELE' LOCK STU 051- 11EINFORCED REINFORCED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE 10* 0000 OPNG. M1D1H SEE CHANT BELOW 3 1 85 -3/4" MAIL FRAME MOTH ( XX ) DOUBLE ENTRANCE DOORS W/O TRANSOM DESIGN LOAD CAPACITY - PM' NOMINAL DIMS. LACK 0POON 1 LOCH OPTION 2 LOCK STIR UN- REINFORCED LOCK sums UN- REINFQRCSO LOCH STIES IIRINFORCED GRIM 0039 OPRO. A(rNTH tar: (-) 11 . (-) Be �" 70.0 75.0 100.0 72" 70.0 75.0 100.0 78' 70.0 75.0 100.0 83 -1/2' 70.0 75.0 100.0 84" 102" 70.0 • 75.0 100.0 72" 70.0 75.0 94.9 78" 70.0 75.0 94.7 83 -1/2' 70.0 75.0 91.1 64" 107 -1/2• - 70.0 75.0 54.4 72' 70.0 70.0 77.3 78" 70.0 70.0 77.3 83 -1/2' 70.0 70.0 76.7 GLAZING OFTAR .80181 ..116f GI lG DETAIL fl F2 -I I F FOR LOCK OPTION DESCRIPTION SEC SHEET 7. V\ LACK 82925 9N- REINF08CBD GMT: #59140 / yNRWR CAN 7538 JAN 07 2010 LICE rnuts REINFORCED PIROOtterfiNIMAID r4oap11r41EiwObdiaila da DEeEt 661.ode A 69Tlaeo90 • 1 .. O 8 drawing no. W04 -83 (sheet 2 of 8 ) SINGLE ENTRANCE DOORS WITH TRANSOM NOMINAL DIMS. LOCK OPTION 1 IBM OPTION 2 OM. ROTH 327041-3/4 DOOR HocHramsom man ONNIES MKS 80 TO 108 6 TO 40 JOCK SIRS LOCK STILE ON-RHNF UN- REiNPORCKD 00. (s 70.0 75.0 IOCE SAILS REINFORCED NAT. (+J 100.0 11 II 11 11 11 11 0 n 11 0 tI e FOR LOCK P'i DESCRIPTION SEE SHEET 7. fill ODOR OPG, SEE 110D1H A80YE L %9 j 1 w (O /X) LOCK STILE LOCK BTUS UN-REINFORCED REINFORCED [DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE ROA DOUBLE ENTRANCE DOORS 11I7'R TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. woo. w INNES N 0009 Maio NOES TICK OPTION I DOUBLE ENTRANCE DOORS 6175 TRANSOM TICK OPTION 2 mace Mon ETCHES 72 78 83-1/2 12 18 24 30 36 40 12 18 24 30 38 40 12 18 24 30 38 40 LOCK 299.E LOCK 27112 UN- EsinuanceN- REI(FOIcBD 70.0 LOCK BALE REINFORCED DESIGN TOAD CAPACITY PSF NOMINAL DIMS. 047. (t) OTT. (- 75.0 100.0 70.0 70.0 75.0 75.0 100.0 100.0 NCB OPTION 1 LOON OPTION 8 WHO. ROTH DOOR NENSO18Y108 woo 807E9 8(O11E8 , 81CIE9 72 70.0 75.0 100.0 70.0 70.0 70.0 75.0 75.0 75.0 100.0 98.2 100.0 70.0 75.0 100.0 70.0 70.0 75.0 98.3 •78 83 -1/2 98 12 18 24 LOCK STILE LOCK STILE LOCK STILE U1(- RB1AVOR(50 N- REINFORCED REINFORCED 017. (- Wi. ( -) IM. (- 70.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 100.0 12 18 24 70.0 75.0 98.7 70.0 75.0 90.8 70.0 75.0 85.2 75.0 92.0 70.0 75.0 88.3 70.0 750 822 72 70 83-1/2 84 12 18 24 30 38 70.0 75.0 97.5 78 70.0 75.0 90.5 70.0 70.0 73.0 84.2 83 -1/2 102 12 18 24 12 la 12 18 70.0 75.0 83.1 70.0 750 77.8 70.0 70.0 73.0 73.0 75.0 100.0 70.0 75.0 100.0 70.0 75.0 91.8 70.0 75.0 88.1 75.0 78.8 70.0 73.8 73.8 70.0 70.0 702 75.0 70.8 72 78 83-1/2 107 -1/2 12 18 12 70.0 75.0 78.7 70.0 700 73.9 73.9 70.0 77.3 12 70.0 70.0 77.3 12 70.0 100.0 70.0 70.0 75.0 75.0 100.0 1000 . 70.0 70.0 750 75.0 100.0 95.8 12 18 24 30 38 70.0 70.0 70.0 75.0 75.0 75.0 100.0 100.0 94.7 70.0 70.0 75.0 75.0 88.7 83.4 12 18 24 30 38 70.0 75.0 93.5 70.0 70.0 75.0 75.0 86.9 81.1 70.0 75.0 75.9 70.0 72 78 83-1/2 • 90 12 18 24 30 12 18 24 12 18 24 30 70.0 70.0 71.2 75.0 75.0 71.2 100.0 100.0 70.0 75.0 1000 70.0 70.0 70.0 75.0 75.0 75.0 98.7 100.0 95.7 70.0 75.0 89.7 70.0 70.0 75.0 84.3 88.0 70.0 75.0 82.1 70.0 75.0 78.8 70.0 72.1 72.1 NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 11 11 H 11 11 1111 II 11 11 11 n 11 11 11 11 11 70.0 74.8 FOR LOCK OPTION DESCRIPTION SEE SHEET 7. 000R OPNC. MOTH SEE CHART ABOVE l.� v - --4 88 -3/4` MAX. 1 FRAME WIDTH �salll ( O /XX ) MAR .A. PE 41_3083 JAN 0'7 2010 LOCK STILES UN- REINFORCED v 0 W g th TICK sus REINFORCED [1 DELTA DOORS STOREFRONT SYSTEM SEE SEPARATE ROA .70 'rgi;;rr!i� 1 k 3i drawing no. W04 -83 sheet 3 of 8 ) TYPICAL. ANCHORS SEE ELEV. FOR SPACING .. 18? &xxt . d . A. TYPICAL (SEE. ELEV. ANCHORS FOR SPACING METAL WOOD �1 ¼. � i 01 I IPA a I 1 a i �7 6 ------7.* e Mill a L �a = --:'3 S I �i 4 THROW 4/8" BOLT MORMON O a) I l i -1 T SEE E FOR SEE ELM MFG II 1 10 -1- ; , . s . `1I DOOR AND TRANSOM HEAD DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. \ \\ -� • '�� :lip 1/4-20 x 418• AT 2 ENDS & IV o.c. WOOD BUCKS AND METAL. STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. `DH -350 Awry our-ses EN)RAKE DOOR (Lvi) DELTA DOORS 1 7500 N.W. 69TH AVE. MIAMI. FL 33166 TEL (305) ee8 -0on FAX. (305) 884-3111 � l il f1 is HO � .: C C6 c b et) I ```� per- i ` i 1 ....1 v��_ , i L �ICAL ANCHORS: SEE ELEV. FOR SPACING 1/4° DIA._ULTRACON BY 'ELCO' (Fun127 KSI. Fy14S KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2 "'MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -3/8° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR CFI F D 1 . SCREWS (GRADE 2 CRS) 11 Ia 1 1 I 1 N 1 . m e ® . 4 GL� m e) AT STD. �0 .oGK 3 0 � - INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 .KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYWC.ALEMS OISTAMCE °• • 11 _ .. P`� ILI \ ' INTO CONCRETE AND MASONRY .. 2 -1/2" MIN. d INTO WOOD. STRUCTURE = 1" MIN. INTO METAL STRUCTURE • 3/4" MIN. r-i ` i it I I WILY 11 CONCRETE AT HEAD, 511.1. OR JAMBS re - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rot . 2000 PSI MIN. SEALANTS: . s FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER. u ,_., - e ,.-, 1 I II ,�=' -l-� 1 LEAF JOINTS SEALED WITH . SILICONE. Enpn AA5gA0, Fldl'.: �i ]888y TROpUCras �71)MIY/Fkd� „ . \ r- ii.... drawing no. W04` -83 . TIMM PENETRATION + " SEEELEIl�gxt ANCHORS ALTERNATE LOCATION ACCas IroLE JAN 0 �'% 2010 UMLRoe FOR TYPICAL ANCHOR=$ (sheet 4 of 8 4.952 x2.0-- , 1.300• �l A (T'i ` e i - 85 158 � 2.7 1.750 ,.573 ,.220 4.437 -1---.1513 2. F z 8 < Liqii 06110 o i 1.408 1.000 11 LOCK STILE CAP 2.875 l 094 1 4.039 � (J SHEAR BLOCK 125-II.- � () SHEAR CUP 3.773 --1 /� ) HINGE STILE - .913 FRAME HEAD .750 . () . .125-1 TOP RAIL 3.481 .159 4.989 .125 2.000 :. .14S °_'2.000`° 2.470 ' 2.024 1.458 .082 1. 88 (JAMB) .734 DOOR STOP 1 DELTA DOORS 1 7500 N.W. 69TH AVE. MIAMI, FL 33166 j TEL. (305) 888 -0077 FAX (395) 884 -3111 8.000 } 8.482 2.832 J DOOR FRAME HEAD O LOCK 3.773 STILE (IN- ACTIVE) _CI -' 1.000 o- r125 3.851 .,s8 4.188 2.278 2.000 5.0 3.500 (lr I5 1+ j 11351.952 ► -.135 1.191 •° 1 l I 1.188 12 DOOR STOP 1.978 (HEAD) .YJ (� ,-J - BOTTOM -.158 RAIL 1.�8 3588 tc LOCK STILE (ACTIVE) .i R i n I--- ° $$$ Y g p 1 1.952 •oeo .471 .471 - 3.500 3.000 O FRAME JAMB 1.750 --d {.125 .988 j • .875 989 .832 STOP (DOOR) .078 .349 t5 FLAT FILLER,c 19 INTERIOR GLASS .841 STOP (DOOR) 18 EXTERIOR GLASS t. } $ lt &. .521 1.264 229 1.350 n I g3 b I 1.098 3.507 5.000 • duq 'CJ N. 363 • . JAN 01 2010 i171iCP eSildies 6Ca 9YeFlmilS 1, viYI W,J. ,27;dr'r- 1.280 •090 280 1.952 .135 -� 1.127 I .070 .947 }�� gp0 3.029 ■ '330 •.083 INTERIOR GLASS A7s STOP (TRANSOM) draw 'rig no. 8 ALT. FRAME JAMB 4.412 BUMPER THRESHOLD lowrb► to GLAZING ADAPTER (sheet 6. 8 ) (W 8 10 L 40940 •ou Buunolp 8 010Z LO Mfr t'999e9 / 3d VW 3 ON01 .8 X ,0 /1 X ,2 /4-4 $nNUI 111 SmMId OHIONOINO1 301811 301491 /2 - 84 ON01 ,8 8r91RU1'N 13N4*H3 woo nos IBfl1d 3031 /L - 1.4 .8 /1 X ,L/l-1 13315 1101431 Ilea '1406 948010043311 110311 SV - 10 - 4NN6flW 01401 .0 /C -1 1310/1 .9 /l X L X C Z - Of - 81 -2909 443018 103118. - 0-HO 6C - 8flNtfl'M 0101 .Z/1-9 '4113 103115 - - 9C 804011144 - ONIddRIAS03441Y311 414 14118 314 - 44-91201 98 -01S -1 012' X H.4LC' 'AMA ONIdd3US03H1V38 W118 - SL -88 9C SM31OS 31414008 '14'3 - 583135 NOILVIIV15M 304914 Ave /0 .8/4 X 02 -81 C0 5831135 31111308 '123 - 583038 4015 0000 3031 1, 2/1 X 98-01 LC 583105 58fl1M 4214 - 5831138 11 8435SV 348913 '00311 SV .19/8 X 02-0 l 12 SNS '14'3 - 583105 A1ON3SSV 38.413 '0030 50 .0 /C-1 X Llf or 545 '423 - 5410385 118438SV 398813 11030 S0 .f /1 -1 X Llf 68 - - X0018 $491138 'W344 SV 0821 12 S661600 3407916 011103800 04921110 '0901 sv 966 800 Se 'SAS - 1314111 - 1430081 101113/49 1933M S0 92-90 92 -- - 331110/8110 '003150 0012 CC 40d14 1313401440 OL MCC -NA - 13XSiSO '0030 SV - LL MOMS 13131101!10 01 56688-11 - 13:4910 110341 SV - 42 - 91-2909 1000 301S 550431 80613119 4031 /f 601 -010 64 - 81 -2909 1000 4015 5500 0014131!3 3031 /9 901 -010 .91. - 91 -0909 4OSNV11 4015 SS110 10413149 '4031 Sr 801 -010 1.4 - - 11014V011 01412111 31630 SV 981 -010 91 - 91 -8809 031113 !Yld '0630 SV SLY -338 94 - 91 -8909 8494 lv 4015 1000 0000 /2 090 -338 CI - 91 --8909 00343 iv 40311 11000 1 901 -0'0 84 - 311 -2109 311S 03U001 AV 403 1 Lit -010 tt - 81 -0909 (3142'!11) 3115 41301 3031 /l 911 -010 Ot - 91 -8909 (314130 -09) 3111S X301 3031 /I 914 -010 8 - 91-0909 31115 338411 3031 /1 914 -010 8 - 91 -8909 VS 401109 31131 /1 011 -010 L - 91 -8909 1111 401 31131 /1 201 -010 9 • - 91 -8909 1115 341180 4 141 -010 - 91 -8909 6414 34013 31V 11000/8 981 -010 vC - 91 -8909 9404 34014 1000 /8 811 -010 8 - .91 -0909 00314 341104 1000 1 901 -010 L - 14-00e 411344 34883 13001 S9 201-0'10 1 6X011088 //TA7dd0s /'.a40N 101/11.99 10114183884 310311 f 1604 f JI11U '7114 '3'0 .12 O411 801100 ONV 401 14014 .9 10 539414 11448 13315 30314 081 .1, X L /1 -4 'S3ONIIi 9401108 49 301 111 51106 80111 '401108 4003 .80 lV 10031/ NO 1101011330 191441 817111 114303%1 A8 1.109 '110 .Z/1 HUM 831515 X001 114173 L 3631-NT 701108 49 301 10 S1108 80111 1101108 8001 .80 10 11.01 3101131/ 140 101111340 NUM 11111181 0420 1011383 NO 0311111330 A391 183030 AB 1108 110 .8 /1 QNV 11001 430014 39114044 113 8 14118 431SAS X301 114)03 C morMECIF 701108 now .C/1 -00 10 '3111194-0-1400 A8 X001 800d Z 1181 331430 11113 3418/4 1113110314 03'0301100 0601 4931 3ALL31111 '801300 MOW .Z/1 -OY 10 1101173843 NO 031110330 A343 :Ion -0 -100 A8 7001 18403 C HUM 331830 11143 314203 /933111311 031930403 0601 4031 384131 anlaggFriniarTnanlin 1.8800Q 318110Q SNOLL 0 )430'1 3101108 >.P 301 111 51108 801911 '401108 4013 .29 Iv 401 1001931118 NO 1101111330 141441 881141 04* 110113004 NO 031111330 43S 113031 A8 1108 110 .8 /1 0440 4307 XOOH 350104 A13 9 HUM 9131S1S 41001 18104 £ (AM BKIWH 00VONVIS) . .6/ Nond0 f 9701108 4044 4 .2/4 -ft iv 110913180 190 031111330 A3X '3U114 -0-100 18 X301 1803 Z 33130 14443 310113 193011314 0310331403 0681 188008 $'TOMS SNOLLdO 3(301 ALUM PLATE 3-7/8' LONG /10-24 X 3/4' A.H. M SCREWS 3/8-24 X lag SAM. ir 2 -1/2' LOIN: FRAME TOP CORNER DOOR TOP CORNER #10-24 X 3/4' P.N. M SCREWS 3/8-24 X lag S.H. M. 1/4-20 X 1/2" FAL M CRWS 1/4-20 X 1/2' F.N. M SCREWS M 7f1111. 11" • ' AD iotMR !it 8 (3 63 CAN. 3�TB� ALUM PLATE 6-7/8' LONG FRAME BOTTOM CORNER ritoDuCliefaqsviND ilk doetOpomN• 0-0/ l0 9 DOOR BOTTOM CORNER JAN 61 2010 8) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 11-15(0 Inspection Number: INSP - 160461 Scheduled Inspection Date: June 06, 2011 Inspector: Devaney, Michael Permit Number: ELC -6 -11 -996 Owner: CABRERIZO, TOM Job Address: 9017 Biscayne Boulevard Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: MEGA ELECTRIC INC Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)779 -8040 Parcel Number 1132060110070 -17 Phone: (305) 828 -5205 Building Department Comments NEW DISCONNECT SWITCH INSIDE SPACE FOR MAINTENANCE PURPOSES ONLY. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments June 03, 2011 For Inspections please call: (305)762 -4949 Page 19 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 156569 Scheduled Inspection Date: April 19, 2011 Inspector: Devaney, Michael Owner: CABRERIZO, TOM Permit Number: ELC -3 -11 -354 Job Address: 9017 Biscayne Boulevard Project: Miami Shores, FL 33138 -0000 <NONE> Contractor: MEGA ELECTRIC INC Permit Type: Electrical - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)779 -8040 Parcel Number 1132060110070 -17 Phone: (305) 828 -5205 Building Department Comments ELECTRICAL WORK FOR INTERIOR BUILT OUT FOR A RADIO SHACK BUSINESS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 18, 2011 For Inspections please call: (305)762 -4949 Page 4 of 17 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 G'�, R 6 g_31) BY: Permit No. Master Permit No. a1- Permit Type: ELECTRICAL i.rre9...,1 -1 305 — 9 °1 0 — 0 to <p Owner's Name (Fee Simple Titleholder) 1-►0 rk, St��, �� 1 •.yys� Phone # at 5- -1-19 ° %iL1' Owner's Address 3 S ® 1 "§ ,-- X11 1, c3 'c601 City rc1 u (Nrn 1 state F 1 Zip t Li- Tenant/Lessee Name R c..ev el ' 0 C I-, c"., c,‘,..„1/ Phone # 1 O 5 -. 1.1 9 — % 0 4 5i Email 1 r- iJ Q.-1n ,sks c. °' 11 cy .c) op , . 0 4 0 i i- 90 r 9 (a a s yy r la �.s �.�.i e,e-ci i Zip j35? Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 0 azsp o 1- 00 L 0 Is Building Historically Designated YES NO a — Contractor's Company Name Mg a* 711314 Contractor's Address A - �q�' 7/ City Mrpf Xt5' State 2 Qualifier Name �� ,/,4 Flood Zone Phone # �c�� 5� State Certificate or Registration No. Contact Phone 1." E -mail Zip ff_Fg'1,: Phone # 0 Certificate of Competency No. Architect/Engineer's Name (if applicable) �� 1s4-S12.:- Zsrlo �' c,. �y Phone # 0 S -- S 0 Co '73 55c, Value of Work For this Permit $ 1 S / °(.11 0 0 Type of Work: DAddition Describe Work: IN e�I Square / Linear Footage Of Work: Alteration" 1 l ❑1'jew S % �" 8 ° 0 e ❑ Repair/Replace Demolition a J* I t******** * * * * * * * ** * * ** ** *,t**** * * * ** ** ** Fees**************** ***** *** * ** *** * ** * *** * ** * *** Submittal Fee $ Permit Fee $ I too CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the 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 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 to Applicant: As a condition to the issuance of a building permit with a promise in good faith that a copy of the notice of commencement and construe whose property is sub,` t to ttachment. Also, a certified copy of the recorde for the first inspecti' 'wh' occurs seven (7) days after the building pe inspection will not r pr v d and a re- inspection fee will be charged. wner or Agent The foregoing instrument was acknowledged before me this 2-4 day of ' 201 1 by I ism C...,�l�f� 1 1.,0 day of a n mated value ex construct' lien law brochur\ otice of commenceme' is issue';' In th'a' se es eding $2500, the applicant must will be delivered to the person t must be posted at the job site ce of such posted notice, the Contractor The foregoing nstruxyent was acknowledged befor me this , 20 /1 by , -. � � /''/ 5 r who has produced ation and who did take an oath. NOT Sign: Print: My Commission Expires: Y PUBLIC -STATE OF FLORIDA "'• Victor I. Fuentes ; _ Commission #DD667598 Expires: JUNE 15, 2011 BONDED MET ATLANTIC BONDING CO., INC. who is personally known to me or who has produced as identification and who did take an oath. NOT - "PUBLIC: Sign: Print: Ef,- 1` My Commission on Expires: �igr ke ,te Ma ris I Cruz 'C _COMMISSION #D0711792 ✓ ..EXPIRES: OCT. 13,, 2011 V */igFuF, oo WWW AARONNOTARY.com ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * **** * *isle,Y*** ** ** *** * *** * * &*** *fie*** qtr *** *** *art * **,r,t** *fir Co // APPROVED BY /2- 3,7;,/z- Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked ACORD CERTIFICATE OF LIABILITY INSURANCE 1 DATE 03/01/2011 TYPE OF INSURANCE PRODUCER (305) 824 -3464 JACKSON AGENCY INC 2075 WEST 76TH STREET HIpLEAH, FL 33016- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED MEGA ELECTRIC INC. 16252 N.W. 79TH AVE MIAMI LAKES FL 33016 - INSURER A: BUSINESS FIRST INS CO. GENERAL INSURER B: INSURER C: / / / / / / / / INSURER D: $ INSURER E PREMISES ( ( occurrence) RENTED PREMIEa occurrence) COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE IERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ADD'L 1NSRD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MMIDDIYY) POLICY EXPIRATION DATE (MMIDDIYY) LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY / / / / / / / / / / / / / / / / EACH OCCURRENCE $ PREMISES ( ( occurrence) RENTED PREMIEa occurrence) $ CLAIMS MADE OCCUR MED EXP (My one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1 POLICY I 1JECCTT n LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS . HIRED AUTOS NON -OWNED AUTOS / / / / / / / / / / / / / / / / COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ _ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO / / / / AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY -I / / / / / / / / EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 521 -01440 12/07/2010 / / 12/07/2011 / / ITS YLIMITSI IV EL EACH ACCIDENT $ 1,000,000 EL DISEASE- EA EMPLOYEE $ 1,000,000 EL DISEASE- POLICY LIMIT $ 1 ,000,000 OTHER / / / / / / / / / / / / DESCRIPTION OF OPERATIONS ,LOCATIONS /VEHICLEStEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION (305) 756 -8972 MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES FL 33138- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) W i INS025 (0108).05 ELECTRONIC LASER FORMS, INC. - (800)327 -0545 ® ACORD CORPORATION 1988 Page 1 of 2 CERTIFICATE OF LIABILITY INSURANCE DA 03/01/11 D PRODUCER Floridian Consultants Insurance 9371 S.W. 40th St. Miami, FL 33165 Phone (305)225 -9711 Fax (305)225 -7477 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED MEGA ELECTRIC INC 16252 NW 79 Ave Miami Lakes, FL 33016- 1 (305) 828 -5205 INSURER k SCOTTSDALE INSURANCE COMP A INSURER B: PROGRESSIVE INSURANCE COMP GENERAL LIABILITY 1,/ COMMERCIAL GENERAL LIABILITY INSURER c: COMMERCE & INDUSTRY INSURANC 06/11 /2010 INSURER D: EACH OCCURRENCE INSURER E: PREMISES (Ea occurrence) COVERAGES THE POLICIES OF INSURANCE LSTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LT- ADD'L IN -D TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMIDDIYYYY POLICY EXPIRATION DATE LIMITS A v GENERAL LIABILITY 1,/ COMMERCIAL GENERAL LIABILITY CPS0995827 06/11 /2010 06/11 /2011 EACH OCCURRENCE 1,000,000 PREMISES (Ea occurrence) 100, 000 MED EXP (Any one person) 5,000 ❑ ❑ CLAIMS MADE n OCCUR ❑ PERSONAL & ADV INJURY 1,000,000 ❑ GENERAL AGGREGATE 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: V POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMP/OP AGG 2,000,000 B ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS 05351579 -1 03/25/2010 03/25/2011 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 BODILY INJURY (Per person) ' SCHEDULED AUTOS V HIRED AUTOS BODILY INJURY (Per accident) V NON OWNED AUTOS ❑ PROPERTY DAMAGE (Per accident) ❑ ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG C ❑ EXCESS 1 UMBRELLA LIABILITY EBU026045296 09/23/2010 06/11/2011 EACH OCCURRENCE 1,000,000 n OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ AGGREGATE 1,000,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN PROPRIETOR / PARTNER 1 EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory in NH) If yes, desalts under SPECIAL PROVISIONS below ❑ WC STATU- • 011i- TORY LIMITS ER E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT! SPECIAL PROVISIONS ELECTRICAL WORK WITHIN BUILDING 30 DAYS NOTICE OF CANCELLATION EXCEPT 10 DAYS FOR -NON PAYMENT OF PREMIUM CERTIFICATE HOLDER CANCELLATION I MIAMI SHORES VILLAGE 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE FELIPE GOMEZ ACORD 26 (2009 /01) QF ©19882009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161540 Scheduled Inspection Date: July 06, 2011 Inspector: Hernandez, Rafael Owner: CABRERIZO, TOM Permit Number: PLC -1 -11 -158 Job Address: 9017 Biscayne Boulevard Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: BLUE BAR PLUMBING INC Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)779 -8040 Parcel Number 1132060110070 -17 Building Department Comments REMODEL 1 REST ROOM AND 1 WATER FOUNTAIN Passed xi' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 158769. CREATED AS REINSPECTION FOR INSP- 155412. pending backflow July 05, 2011 For Inspections please call: (305)762 -4949 Page 13 of 21 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 158769 Permit Number: PLC -1 -11 -158 Scheduled Inspection Date: April 27, 2011 Inspector: Hernandez, Rafael Owner: CABRERIZO, TOM Job Address: 9017 Biscayne Boulevard Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: BLUE BAR PLUMBING INC Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)779 -8040 Parcel Number 1132060110070 -17 Building Department Comments REMODEL 1 REST ROOM AND 1 WATER FOUNTAIN Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 155412. pending backflow April 26, 2011 For Inspections please call: (305)762 -4949 Page 35 of 36 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 igc5EEVET la JAN 312011 BY: Permit No. 1 1, — I 58 Master Permit No. Permit Type: PLUMBING ( 4 tot- r o.� :li.7 1 r%J -.� Owner's Name (Fee Simple Titleholder) 51-.0 c: �a u •� � _ ~ � A Owner's Address 3IS S' B 1 �d 0 . - ' 1 City M a r. 1 State f' ► Zip Tenant/Lessee Name 14 1 gi Email NI I Pi Phone # N Job Address (where the work is being done) el 0 i ° ' ®b 9 1St. rd, e,J 1/40 City Miami Shores Village County Miami -Dade Zip 3.13F FOLIO / PARCEL # 3 2- — 0 tl 1 — 00:I 0 Is Building Historically Designated YES NO ✓ Flood Zone Contractor's Company Name � `� Phone # 7 "T ` VG c Contractor's Address 5 / l n.) tilt) -y City u State r� Zip 3/ 66 Qualifier Name o ,< Phone # 3 O r 7 „ Yr ®z� State Certificate or Registration No. 6 CI a S tc f- 6 Certificate of Competency No. Contact Phone 14 u 1 t' ems' (.1 E -mail Architect/Engineer's Name (if applicable) Fk` '0,� Phone # •S o Value of Work For this Permit $ 2, Opp Type of Work: ['Addition ['Alteration Describe Work: Square / Linear Footage Of Work: ['New ❑ y Repair/Replace ❑ Demolition 7 * * ** *** ** ** ** * ** * * * * * * *** * * ** * * *** * * ** Fees********•***** * * *** * * * * * * * * * * * * * * * ** * * * * * * * ** Submittal Fee $ Permit Fee $ .75" �.- CCF $ CO /CC $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Technology Fee $ Bond $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the 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 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in g d faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose prop is ' bject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the firs Ne to which o curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection ! r - <pprove ' and a reinspection fee will be charged. Signature - A er or Agent Contractor ' --Ar. The foregoing instru ••,; nt was acknowledged before me this '2.'0 The foregoing instrument was acknowledged before me this Z-0 day of €� "%it4k0 , 20 t i , by t ca ; C, °3-, D "Z. , day of ac. a! , 0 B D , by ki ti 0 C--,--c,..: , Cho is personally `crown to me or who has produced who is personally own to _ or who has produced As identification and who did take an oath. as identificatio' : d who did take an oath. NOTAR UBLIC: Signatur My Commission Expires: APPROVED BY ..L Fr NOTARY Pt BTJC dTATE OF FLORIDA "� Victor z, Fu ®ntes3 Commission #DD667598 )Expires: JUNE 15, 2011 `•, Expires: NNE 15, 2011 RONDO WIC ATLANTIC BONDING C94% NOT Sign: Print: PUBLIC: My Commission ExpiresNOTARY PUBLIC -STATE OF FLORIDA .0"14., Victor I. Fuentes Commission # DD667598 >A3/// Examiner (Revised 07 /10 /07)(Revised 06/10/2009) Engineer Zoning Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155403 Scheduled Inspection Date: April 25, 2011 Inspector: Perez, JanPierre Permit Number: MC -1 -11 -157 Owner: CABRERIZO, TOM Job Address: 9017 Biscayne Boulevard Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: GS NC EQUIPMENT INC Permit Type: Mechanical - Commercial Inspection Type: Final Work Classification: A/C Replacement Phone Number (305)779 -8040 Parcel Number 1132060110070 -17 Phone: (305)796 -7256 Building Department Comments REPLACE 2 4 TON NC UNIT AND DUCTWORK k\r),5 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 22, 2011 For Inspections please call: (305)762 -4949 Page 8 of 26 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Frafig Way' at MAR 1szo,1 Permit No. Master Permit No. e_C - / -11- /610 OWNER: Name (Fee Simple Titleyholder):S i /.9,,, v tli `°°+ tai' ��r hone #: 4 6 5 - 9 10 0 kp to Li Address: as qs u z 5 '' r' c� d 0- w o i City: '' " Ck, roN s State: F 1 Zip: .3 i kb Tenant/Lessee Name: R, es,.. J a . ,g_„11,4 #: Phone Email: l F La l_ N 'V F_ ,..s (b c_F (— R. o 0 �p I!`;. e JOB ADDRESS: 9 0 n 0 i? i ,s (��.o.4 r,� J City: Miami Shores County: Miami Dade Zip: 3 31 39 Folio/Parcel #: ➢ i ,5 C? i ,a ■ 1 n 0Cf 1 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: G 5 - "k p P -i - Phone #: 30r 79 (0 7 25( Address: .2--1 `i//t) ...L AJ P-0 City: ifi1 I d +'Y1 1 State: PL, Zip: 33155 Qualifier Name: ��5--e, A. ir)-e/1 De.2 - Phone #: 3d� 4-so g)-2_3,e) State Certification or Registration #: fl'i C. 12-Li q %2 0 Certificate of Competency #: Contact Phone #: t' OC '4 5t s-2._ 3 g Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 9,5-00. Square/Linear Foota e of Work: Type of Work: ClAdoiresk DAlteration /q New Cepair/Replace ❑Demolition Description of Work: '�- (� (Q-C- e- �- ¥ � � 4_ 7) (.4.4.7- of ark,/ V- *.x.x********* *** ** ****** ** * * * *** *** * * ** Fees****************** ******•x**** *****.x *•x******* Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ sex Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the 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 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in goo ith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property/ bjec to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first in ' ' ion ich occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will .R' # ved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of 0,0-t,(0-1 , 20 t t , by \ r -,c CO.n r f t who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ALENE EDMONDS n ; Notary Public • State of Florida • 1 My Comm. Expires Aug 29, 2014 Signature Co c. • ctor The foregoing instrument was acknowledged before me this 5 day of rG.' 1 ,20 IL, by )SJ who is personally known to me or who has produced gC.JDd -' as identification and who did take an oath. • NOTARY PUBLIC: APPROVED BY Si NORMA CASTELLANOS Notary f P . State o1 Florida V i r of , 2014 tint: a e-- 1'!'1 a_ Qr A5 My Commission Expires: 1) a —r1 I I Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): �� (7 f 01 61P5 CAI t.",/t.-A,v1P City: Miami Shores Village County: Miami Dade Code: 4-1)17i ) ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO tk ARHI Sheet Attached: YES ❑ • NI Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT 0 NOM TONS AHU C K 1) M.C.A CU _� AHU [ G 0'0 2 M.O.P !"j CU j`!�. AHU CU G 3) VOLTS ' U CU PKG PKG UNIT / V, / PKG UNIT / / EER/SEER YES NO REPLACING DUCTS t / YES NO OM NO REPLACING THERMOSTAT YES NO YES NO NEW 4 "CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO EIS/ NO NEW RETURN PLENUM BOX t 1.//s YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration N. Certificate of Competency N. Date: 3 I 0 ° 2-€3 (. ( Signature (Qualifier's signature nly) Ca roduct Iatnis AHRI Certified Reference Number: 1105424 Date: 3/11/2011 Product: Split System: Air - Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 4TTB3048A1 Indoor Unit Model Number: 4TEC3F48B1 Manufacturer: TRANE Trade /Brand name: XB13 Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditioning and Air - Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI - sponsored, independent, third party testing: Cooling Capacity (Btuh): 46500 EER Rating (Cooling): 11.00 SEER Rating (Cooling): 13.00 • Ratings followed by an asterisk (*) indicate a voluntary rerate of previousy published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclahns all liability for damages of any kind arising out of the use or performance of the products), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed hi the directory at www.ahridireotory org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information forth model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed below. ell Air - Conditioning, Heating, ®® ® and Refrigeration Institute ©2010 Air - Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 129443315961987086 ,03!10/2011 14:48 3052647666 VIP INS • PRODUCER V.I.P Insurance Agency 1535 SW $7 Ave Miami, FL 33174 PAGE 01 CERTIFICATE OF LIABILITY INSURANCE I MI/Tr Phone (305)289 -MMS Fax (305)264.7666 INSURED GS NC Equipment Inc 2140 SW 80 Ct Miami, FL 33155 - (305)796 -7256 COVERAGES THE POLICIES OF INSURANCE LISTED HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING DOCUMENT PERTAIN, THE INSURANCE AFFORDED Y THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH _ POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. %MR ADD' LT WABDI POLICY NUMBER -_- W ijylMm/D�O Y THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIG ES RELOW. INSURERS AFFORDING COVERAGE NAIC INSURER A: Technology Insurance Company INSURER 8: INSURER O: INSURER D: INSURER E: TYPE OF INSURANCE GENERAL LIABILITY II 1 COMMERCIAL GENERAL LIABILITY 1 11 1 CLAIMS MADE I 1 OCCUR G !.I A ❑ GEN'L AGGREGATE LIMITAPPLIES PER: 7 POLICY ❑ PROJECT L LOC AUTOMOBILE LIABILITY n ❑ ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS r I GARAGE LIABILITY L I I I ANY AUTO I I EXCESS I UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE l RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE YIN OFFICER / MEMBER EXCLUDED? (Mandatory in NH) 1f dascfibe under SPECIAL PROVISIONS below OTHER POU Y t nce DATE DYYYY LIMITS ' EACH OCCURRENCE R MSES Ea �rtP I ( nce) MED EXP (Any on parson) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGO TWC3247472 08/30/2010 08/30/2011 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Par accident) AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE WC STATU- ❑ oTH- _ . Z0.1 {Y LIM17s _- ER E,L, EACH ACCIDENT EL DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL Des= Air Conditioner ECIAI- PROVISIONS CERTIFICATE HOLDER Cr1Y OF MIAMI SHORES 10050 N.E. 2ND. AVENUE MIAMI SHORES. FL. 33138 FAX: 305 -756 -8972 ACORD26 (2009/01) OF CANCELLATION 100,000.00 100,000.00 500,000.00 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 1 EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON TH AUTHORIZED E INSURER, ITS AG 'Y ■t, • R REPRESENTA`i S. REPRESENTATIVE 198$- ACO - D CORPORATION. All rights renewed. The ACORD nam _ - D , 03- 10- 11;02:33PM; '°`� Q® CERTIFICATE OF LIABILITY INSURANCE DA 03/10/11 PRODUCER Government Insurance Corp. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 320 Hialeah Drive ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Hialeah, FL 33010 ALTER THE COVERAGE AFFORDED BY THE_POt<tP. ES_BELQW. Phone (305) 883 -9398 Fax (305) 885 -1938 INSURERS AFFORDING COVERAGE NAIC # INSURED GugtaVO Suau G.S. NC Equipment Inc 2140 SW 80 Ct Miami, FL 33155 COVERAGES INSURER A: LLOYDS OF LONDON INSURER B; PROGRESSIVE INSURER C: _INSURER DL__ INSURER E, INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DM ADD'L POLICY EFFECTIVE POLICY EXPIRATIQN 1,,, NERD TYPE OF INSURANCE POLICY NUMBER DATE (MWDDIYY) DATE (mean LIMITS GENERAL LIABILITY - © COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE ❑ OCCUR 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC TCNR024637 08/21/10 AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS B I © n SCHEDULED AUTOS n HIRED AUTOS NON OWNED AUTOS D Q 0 GARAGE LIABIUTY ❑ ANY AUTO 0 EXCESSIUMBRZLIA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, deacrlbe under SPECIAL PROVISIONS below OTHER 03341371 -5 12/23/10 08/21/11 12/23/11 EACH OCCURRENCE DAMAGE-7Q RENTED MED EXP (Anyone person) • 1,000,000 50,000 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE PRODUCTS - COMP /OP AGO 2,000,000 1,000,000 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 BODILY INJURY _(per BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY EA ACCIDENT OTHER THAN ACC AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE TORYLuis_ ❑ ER E.L. EACH ACCIDENT EL DISEASE - EA EMPLOYEE EL DISEASE POLICY LIME' DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS AIC REPAIR AND SERVICE CERTIFICATE HOLDER CITY OF MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVE MIAMI SHORES FL 33138 AGORD 25 (2001/08) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TH l EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT PAI DO SO SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON TS OR REPRESENTATIVES. AUTHORIZED REPRESENTTIl4Lo JESUS ARl3OLEYA J LICENSE No, AOO7 VORD CORPORATION 198