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RC-08-2119Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Ai Scheduled Inspection Date: June 17, 2009 Inspector: Bruhn, Norman Owner: ZIBELLI, AMY Job Address: 920 NE 95 Street Miami Shores, FL Project <NONE> Contractor: SARABANDA INC. Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration hone Number Parcel Number 1132060070010 Phone: (305)756 -7622 Building Department Comments Passed. ��i 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- 115946. No access/plans /permit. NB (,v June 16, 2009 Page 11 of 15 ¶OOo 1)q' Permender Singh 920 NE 95th Street Miami Shores FL 33138 April 28 2009 To: Village of Miami Shores Re: Electrical permit 920 NE 95th Street, Miami Shores FL 33138 I, Permender Singh, certify that there has been no low voltage work done at the above property. Sincerely Permender Singh t 4S•041- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami S Phone: (305)795 -2204 Fax: (305) Scheduled Inspection Date: June 02, 2009 Inspector: Devaney, Michael Owner: ZIBELLI, AMY Job Address: 920 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: HI -TECH ELECTRIC & FIRE CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060070010 Phone: 305/225 -1447 Building Department Comments Sn Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments PLEASE PICK UP LETTER FOR LOW VOLTAGE ISSUE PA/0 6-9, jealxied Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 c�:j BY: Permit No./01c- t Master Permit No. Permit Type (circle): Building Pea» Roof ingg (/°/ Owner's Name (Fee Simple Titleholder) as Gf '/. J / kX& Phone # a 3 Owner's Address p/ 2-t) N C 9$ 5 2 City /i Qt five, cJ % 6�'f / State Zip 3 3 / 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 2 o /V c 9 S .yet- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 11 --. 3 2 ®c - d o — C) c l Is Building Historically Designated YES NO Contractor's Company Name �rS 4 G�-� h C— Phone # C1 S �4 N' 2_ 2 Contractor's dress /gS fi 6. /7 k,-- * o4e-.- -7 7- % C City � I State Zip 3 i )1 Qualifier Name At ® g0 C-t. t p Phone # 3 ei S 0U .2 13 3 State Certificate or Registration No. ‘C, . L C 8 0 v Certificate of Competency No. Architect/Engineer's Name (if applicable) ✓ / 1P.. J , /1",... J Phone # 30 .5. d 9 2 7'6 6 9 Square / Linear Footage Of Work: DAlteration ❑New 1`/ Repair/Replace ❑ Demolition et.d ,� \ PAC * * * *** *** `* * *�x*** * ** ** ** tE� 6 (� PAID 00 Feees Submittal Fee $ - Permit Fee $ ,a 0 CCF $ CO /CC Notary $ Training/Education Fee $ n•t,J\J Scanning $ S Radon $ DPBR $ Technology Fee $ • gO Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 91515. 9.3 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochcire will be delivered to the person whose property is subject to attachment. Also, a certified copy of'the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In • abs e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this�� day of d-` ' , 20c' V, by lev-+°11- .LW Si ,1C wh^ to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC-STATE OF FLORIDA Chrissy Ayala ? } Commission #D 746099 My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Contractor The foregoing instrument was acknowledged before me this day of 15* , 20O$, by rC who is personally known to me or who has produced as identification and who did take an oath. NOTARY PP SPrint: My Commission Expires: NON Pubic -1b of Fbdde CommiatonEwkee 4t 27, NI Plans Examiner Engineer Zoning k,SARABANDA! CONSTRUCTION SARABAN DA INC. ROOFING & GENERAL CONTRACTORS GREEN BUILDING TECHNIQUES December 9th 2008 Attached documents were submitted to Village of Miami Shores Building Department to obtain building permits for 920 NE 95th street: Signed and notarized building permit application Certificate of Liability Insurance Occupational License Copy of GC license Workers Comp exemption Product approval for front door Product approval for rear patio doors & side lights Survey 2 sets of sealed plans eceived By 1835 NE Miami Gardens Drive # 153 Miami FL 33179 Off 305 756 7622 Fax 305 756 2628 www.sarabandaconstruction.com rmxru scale: 17W laar SLUSVI4WE'4 134.0• (UXR) Property Address: 920 N.E. 95 STREET MIAMI SHORES,FLORIDA:33138 AURIMISHIACER3TPI04T_N;IWREST CERTIFY TWAT TNI3 'BOUNDARY BARRY. 19 ATRDB AND =ARUM RERRBSBNTATIOR OF A SURVEY PREPARSD'DUMP DT CRECTIQN. TNtS CC A UB0 vem TAN RIN1RUSTECNNK:AI. STANDARDS, Rif SET FORTIS BY MB STATE OP ROHM BOARD OF PROREOSIOPU1 LOW all - ae... _BU$174 FLCOMA ADMINISTRATIVE CODE PURSUANT TO 472,037. RLOA$AGT SIGNED FOR THE FIRM MIGUEL ESPINO STATE OF FLORID4 P.B.M. NO. 8101 Mt VAUDAU OLIT dN OARNINTIC HHEMCINC BKAJAT REI,NQN_RX©RIGGh19D ELECTRONIC BEALAMOA TM MAN ® ACT YAlIDY4T4CLA iXB MG>iAfUAE AND WIZ Cpr:MI maim ^.,H0.L or Lltt-1DED 81aNT4RYcre AD Notes: NO NOTES MIGUEL ESPINOSA LAND SURVEYING, INC. 5511 S.W. 8 STREET, MIAMI, FLORIDA 33134 PHONE:(305) 740 -3319 FAX #:(305) 669 -3190 LB # 6463 Accepted By Survey: A -3797 PAGE 1 OF 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 01V( '1" TAX FOUO NO. ('r 3Z-66-004-ON U STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1111 II �F N tJlt Bk 2Lt�F�'v,e'L RTES_ JR )EC' i ti66 ri i Art I._t'.tAi'i.: it's 'g t 7 F. LS_%.. tE:i PA:_ 11111 111 1111 1.39!5.1.i _._ 1. Legal description of property and sttfeet /address: %� e% /Y( 9- 5 $ z 6 3 4/ 2. �Cc/e4 `� o j c .� :'�'. iv P13 et s -1 r L-- ' i 2. Description of improvement: fk„1 b 1 '(''4 (r,/ i'Ves —t i rf- -i'A,N e<0 t (/v 7 — �c'rc+re poi ,,,t ..e G`! Dr /44A/ , (-I E (Lr� 3. Owner(s) name and address: Pe ten (•-•A( r6 6-00 S (A H Interest in property: 0 CV ' .1 ( b2_ � Z t S r=r .ra1... >E— Name and address of fee simple titleholder: 4. Contractor's name and address: I Ale- 5. Surety: (Payment bond required by Name and address: Amount of bond $ SA /24 64-7v-b4 />V /4-v(---- E- 734 S owner from contractqlri �`�'�mrYififsis$ Yet 6. Lender's name and address: off. i =.,JW m; WITNc HARV y 3 ?/C / 7. Persons within the state of Florida designated by Owner pa provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: whom n ocume ay be s- edas 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor in Section 713.13(1)(b), Florida Statutes. Name and address: Notice as provided 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) Signature if Owner Print Owner's Name S ;A 2/ ( Sworn to and subscribed before me this day of Cr �:4 :i Y , 20 d . Notary Pub — Print Note 's Name a )C My commission expires: • cli .- j k 3 123.01 -82 PAGE 4 8/02 1';' 7 Prepared by MA LLL& . i2,z.a IL Address: :3 ar. bi_a ..: aan", Chrissy Ayala Commission #DD746099 Expires: JAN. 21, 2012 BONDED 716RII ATLANTIC BONDING ca, INC. Certified To: PREMENDER SINGH AND NEETU SAINI, CLEAR TITLE GROUP LLC, CHICAGO TITLE INSURANCE COMPANY OCEAN BANK, ATIMA, IT'S SUCCESSORS AND /OR ASSIGNS. Community Number: Panel Number: 0093 Suffix: J. Date of Firm Index: 7/17/1995 Flood Zone: x Base Flood Elevation: Date of Completion: 9/26/2008 Date of Updation: 9/3/2008 Lender2 : GENERAL M3TES. 2) 3) 4) 5) 5) n 8) LEGAL DESCRIPTION PROVIDED BY OTHERS. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMSERANCES NOT SHOWN ON THE PLAT. THE PURPOSE OF THIS SURVEY IS FOR USE IN OITTAINITE3 TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR CONSTRUCTION, PERMITTING, DESIGN, OR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OFMIGUE. ESPINOSA LAND SURVEYING. UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER WPROVEMENTS WERE NOT LOCATED. ONLY VISIBLE AND ABOVE GROUND ENCROACHMENTS LOCATED. WALL TIES ARE TO THE FACE OF THE WALL FENCE OWNERSHIP NOT DETERMINED. 9) BEARINGS REFERENCED TO LINE NOTED AS B.R. 10) BOUNDARY SURVEY MEANS A DRAWING ANDI)R GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. 11) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 12) NOT VALID UNLESS SEALED WITH THE SIGNING SURVEYORS EMBOSSED SEAL. 13) DIMENSIONS SHOW ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 14) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D.1929 UNLESS OTHERWISE NOTED. 15) THIS IS A. B+ OUNdARYSURVEUUNLESS OTHERWISE NOTED. 16) THIS BOUNDARY SURVEY HAS BEEN PREPARED FOR THE EXCLUSNE USE OF THE ENTITIES NAMED HEREON, THE CERTITSCATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. Legal Description: LOT 1,BLOCK OF REDDING HEIGHTS SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 45,AT PAGE 84, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY FLORIDA. �+ 1 PlISFOA8YLL6 mow CaYP 4RCWTNRU, - •- -b++-.- 01USCASsfitIRSrFAGE OSSOFOICE EISEMENT VICODASZT MOWS ASRA.T umoxe =7.3 man Ali' ®CIF' SATES 025WW/7ASS1 MIA Ca(4 MUTIUMESNL telES arnagwanessesat Surveyor's Legend ems MAO o IWrsnw O SET • CON/R0 /WWT ■ CANCRETSISCALWENT Mel POSISMAS nllliA t SitiVI UX SENomear `rye. eem4no. Pr. lawrCPLM4aIGY PA ParocrwmNITGIE P. n PESSAMENTREASTENCSUONAZAT l.GG iftw 4NiCEAOaRy n PAC PAB RAG PCP P CAA tYC PNNWSPESSIWO POATCYGGINIFICaleiff AfAIUNeffeCAIRTSPONT RSES FASlRED MAT= /ESSUS EM LIATIEACCOSEISEASST LOCEptA `A ST.SSIA a maim" eye SESAAVISPERUCU A CIMULASSE4aaA R Tt4a,25wWA44L IDIp R4A14.ITS MA IMAM AP Mew ut WNW v. MIFFS ma ,INalaSST AMU. PAYF$1 PLONAKI Ox VISWASIS • R57L v ESSYINSFASHWAWIT (� MN latfAA'#d TEL vea EWA SEA DIP. Affi SW SW SOL tee. WAS. AA LOA AL►s ECUS OHL Off:NENSUIE trAR co, PA mom= ova IX NOISCRMER l�Rl CAW OWE MOM tlrs A'J! NNT6PIE/ER Mt EASEMENT RSV ant ESTIRSCOSEPff D£ OR AASEEMSSENT Rqa L E iitliS NE8UFiERASSIT CAE ISLOSEREFACIUMTS IMUTYPOUT Ski !PAW ANCOWITICASkt MOW WW1 SOW ESSIOVAIS imam, APISHEDATEA SIPORKUt EIXECIFISUER I- iS CIAP4LettNT efemTitxTJl4CIf PE atAINTIELOS CANTETtNF ItUNTOPAAT WIRTFASHISW RAORSIGIVINATEMENT ISSIEDACGESSEAiH18? ALIMOSINallantEMOR 1 I MEREmYCERWN' THAT MI52100NOARY SURVEY'A! AT &48 AND =ORSOTREPRESENIRTION OPAS4RVEY PREPARED UNOSR MY DIROOTAMI. TKO COMPLIES V.IDI THE WOMAN TECI011eAL STANDA002 AS CET FORTH BYTHR MAPfl OP PLORLOA ROAROCC MVP ESSIONALLAHDSU „.. * ? !t' OISIYA PLOROIAAOWNISTRATNECOO &PURSUANT TOMOO, ROMA li SIGNED MT UR STATE OF FLOP Nat AIM NSINCUr AH BWAINTM ELEIC .CINIP,g1 4141, 4014 HP? MP YAT11110 THE&Mattlf EN.p Rl■44VIMR FOR THE FIRM P.S.M NO, 5801 NRfOrrir ATORHLA 30 UAL AP84]F 6RSkL 10.19E4 $E. CV d 616P .Mri B6IRi9Y(7 Property Address : 920 N.E. 95 STREET MIAMI SHORES,FLORIDA:33138 MIGUEL ESPINOSA LAND SURVEYING, INC. 5511 S.W. 8 STREET, MIAMI, FLORIDA 33134 PHONE:(305) 740 -3319 FAX #:(305)669 -3190 LB # 6463 Accepted By Survey:A -3797 PAGE 2 OF 2 r\\1\ \4\ % U1 404ta rzi c . Permit No: 08 -2119 Job Name: January 12, 2009 Miami Shores Village Building Department 10050 N.E. r Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) The product approvals submitted are unreadable, the impact door is ok but the state approval is incomplete and unreadable. Plan review is not complete, when all items above are corrected, we will do a 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 Permit No: 08 -2119 Job Name: January 12, 2009 Miami Shores Village Building Department 10050 N.E. 2° Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) The product approvals submitted are unreadable, the impact door is ok but the state approval is incomplete and unreadable. Plan review is not complete, when all items above are corrected, we will do a 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 Permit No: 08 -2119 Job Name: December 12, 2008 Miami Shores Village Building Department 10050 N.E. 2° Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Provide receipt from Miami Dade planning and Zoning for impact fees. 2) Provide permit applications for electric, and shutters. 3) Provide a complete scope of work. 4) The design wind loads must include design criteria. 5) Provide a detail of interior partitions. 6) The product approvals submitted are unreadable and must be reviewed and signed by the designer of record. 7) Shutters are required on non - impact new door. Plan review is not complete, when all items above are corrected, we will do a 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 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 08 -2119 Job Name: December 12, 2008 Page 1 of 1 Building Critique Sheet ( yrovide receipt from Miami Dade planning an . s' g for impact fees. Provide permit applications for electric, Provide a complete scope of work. The design wind loads must include design criteria. Provide a detail of interior partitions. The product approvals submitted are unreadable and must be reviewed and signed by the designer of record. 7) Shutters are required on non - impact new door. 1°5) 6) d shutte Plan review is not complete, when all items above are corrected, we will do a 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 12/17/2005 WED 16:57 FAX 12/17/2008 17:55 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Permit No: 08 -2119 Job Name: December 12, 2008 Miami Shores Village Building Department 10050 N.B. r Avenue Miami Shores, P133138 Tel: 305 -795 -2204 Rey 305-756-8972 Building Critique Sheet Page 1 of 1 WWIL /uu+ 0001 /001 POPa&( ? -3) 1) Provide receipt from Miami Dade planning and Zoning for impact fees. . 2) Provide permit applications for electric, and shutters. C 5 0 ✓. €)4 5) —3) Provide a complete scope of work. -4) The design wind loads must include design criteria. / 5 Provide.a detail of interior partitions. az6) The product approvals submitted are unreadable and must be reviewed and signed by the designer of record. •/l) Shutters are required on non-impact new door. P1v poc e' Aize 1Fn z - g/TE9) Plan review is not complete, when all items above are corrected, we will do a 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 CB° 305 -795 -2204 MIAMIDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION .•• • • •••• MIAMI -0 METRO —Da 140 WEST FLAG MI (305) 375„74 NOTICE OF ACCEPTANCE (NOA) g dd, PGT Industries f •••• 1070 Technology Drive, ' �` ; •••• Nokomis, Fl. 34275 : ` •'.`• • • • • • • •• • 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 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 the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors. or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 distributor. and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07.029.10 Expiration Date: October ;g, 2012 Approval Date: October Page 1 • • • • PGT Industries •... • • • • • • .... • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' A. DRAWINGS • •••• • • •••• • • •••• • • .•• 1. Manufacturer's die drawings and sections. • • • • • • • • • • •• •• • Z. Drawing No.11005 -1, titled "Aluminum French door & Sidelite -Ict lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last re", sheets. vised on• • • 09/25/07, signed and sealed by Robert L. Clark, P.E. • • • •. •••• • •• • • •• B. TESTS •••• • Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. .Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 sk4°1 1. Lek ,,L� Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3(8" LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/18° LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7(16" LAMI NOM. (.485"). CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X O XX XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. A INT. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR 1/2" GLAf SS BITE A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM .402 A 318" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS .465 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 AMOS* PO. O'1••7 a OS! AaHs WW.V7 A 2/22107 G.ARFYW.. OF MASS, OVERALL T11OONSSAND MASS SITE ADOGIASS &TEOAI TO SLAMS DEWS, ADO GLASS DEG MK. REVISE ROTE 1, GLASS DE9cR PT. aAVONO7E S. INtA 621107 aw.eer J.J. 1070 TECHNOLOGY DRIVE NOKOMIS FL 34275 P.O. BOX 1E29 NOV(OL1M, FL 54274 _NOTES AND GLAZING DETAILS • • • • 1 • ALUM, FRENCH DOOR & SIDE LITES, IMPACT NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6.7 ANCHORAGE 8-10 Approved as complying trigs the Florida a 3io Code Darr - -fo•os / = zoo NOM o — 0 Miami Dads Product Control rtoo.1 .L•Lb ••• ••• • • * • • • • • • • • • • •.1i • • • •• ••• •• ! • • • • • •• • • •• •• ,,) ,' 4 1 t'''. ;li1,- 4.1.c: TABLE 1. DESIGN PRESSUR A APPROVED CONFIGURATIO (FOR DOORS W/ SIDE LITES TH REINFORCEMENT IS REQUI MOTH XX W)DTH ,8 _ 79 3/4 3° 37 1/2' 6° 71 3/ ALL CONF = o _y TIONS O, OX, XI OXO, O, OXX & OXXO ER DP FOR . r OOR OR SIDE UTE PREVAILS) ED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT - 83 3/4" 873/4" 91 3/4" 8°- 953/4" +75.01 -75.0 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 OWID H 27 3/4" 361/8" 36 3/4" O WIDTH 36 3/4" SINGLE SIDE LITES IMTH GLASS TYPE A +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +83.1 -63.1 SINGLE SIDE LITES IMTH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 1+75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY .41 APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT 15 NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPESA,B,CORD HEIGHT X WIDTH XX WIDTH 68 - 79 3/4" 7°- 833/4" 87 3/4" 91 3/4" 8 °- 953/4" 2° 251/2° 4° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 147.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 26 31 1/2" 5° 59 3/4" +49.0 -49.0 +46.2 -462 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -36.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE O WIDTH GLASS TYPES A, B, C OR D SIDE UTE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: . GLASS TYPES: A. 3/8" LAMI (1/8" A-090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. L1 MAX. OX/X0 WIDTH = 73 1/2" MAX. OXO WIDTH =109 1/2" MAX. XXO /OXX WIDTH = 107 3/4° MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. g. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / .67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85° HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE _ +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80° HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH LEI REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. eF Ravedam iamd FX AVIV A"ewnr 0 REVISED TABLEI LESION PRESSURES AIID NOTES ADD NON -REFF. VERSION C O L 6 N i E O W S S TYPES& MAX SSW 1W/0NOTES ADDNOYES566 F1( 1**6nm "612: REvisEnlarsts && AODNn1ADOf66T0 TABLEIANO2 A REOLM.E BMX SIZE DESIGN P AADAOJUST. ALL BPS FOR TRWE2 FK 222'07 .L,l. 621Po7 1070TE160 . L 3427 DYE �-' NONO%9✓ R. SOYRf P.O. BQX 1828 NOKOABB FL 34274 Visibly Better Appsnscd as tomplyiag with the Florida D�"iiogCadeO Doe UC ZZ r�- WAN Miami gDada vrodaet Control •• 9 • ••• •• • DESIGN PRESSURES • • • • ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1.40160A fraia Perot IX 2 - 10 �. 110054 B ••• • • • • • • • • .- • • •• • • • • •• ••• • ••• •1.• • im • 41! „/ ` U. /. a •� . j. . •l • r7,�4�Li •1 • • • Robed . dark. P.E. PE 83E712 StnA.1wal • w__ • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • • •• • • ••• •• • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 363!4" 1091/2" MAX. 363/4" MAX - y-SEE NOTE 3+-- MAX. Er 0 "1E 1 O SEE NOTE 4 71 3/4" MAX. 371/2" A MAX. 24 9/16° MAX. DLO (TYP) 0X0 95 3/4" MAX. HT. TYP. 84 3/8" MAX. DLO TYP. A --- I x XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP 'X' AND 'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 1(0'. 'OX','OXO "XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR 'X' AND 'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ('XX' DOOR = DOOR WIDTH/2 - 4.079) SEE NOTE 4 36 3/4" MAX. 33 5/8' MAX. DLO (TYP.) _ 363/4" - 143 3/4" MAX. 38 3/4' fff MAX SEE NOTE 3 IVIAX �"�1111 rl /' �E D E� O "1E \ X ACT. \ / 9" iX !NWT. SEE NOTE 4 95 3/4" MAX. (TYP.) 84 3/8* MAX. DLO (TYP.) G G DOOR DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH X' = DOOR WIDTH - 1215/16" DLO WIDTH 'XX' = DOOR WIDTH/2 -11 5/16" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8' uer Rnrmc •F FK 1018107 B OORREL" TV TIGV.DLOAM,FORMULAS Root*: Dee FK •*VO7 on,nq= •A" F.K. 212207 Nooklase A J.J. ADD DLO FOAMURASFOR DOOR AND SAE LITE ADO DOOR DLO O A. IDENTIFY DEA DOLT AND SPEC1iY1C A07. ARID 7CNtA= 471/07 1070 TECHNOLOGY DONE NOKOM IS, R 34275 P.0. BOX /An NOKOMIS. FL 34274 PG..T Vt7Jb& & r ELEVATIONS SEE NOTE 4 4" .) •,io. . ...•- ug.,di, 0. y., OC.1. Ia1i •• ••• • • • • • •• • • • • • •'• • • • -`• • • • • • • •/ ,/ / I+_ ••• • • • ,r • • • i I • ,iii • / 7• • • • • '• //1 I • • • • • i1' • • 11�� • •• • •• • • • • r ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ack Owe 3 d 10 I°� 11005 -1 OeirlibAk FD1O1 NTS i Rabat L. Ierk, P.E. PE 039712 •_•_ • • • ai • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • EXTERIOR MAX. DLO INTERIOR MAX DOOR HEIGHT 1.489 DOOR SECT. A-A VERTICAL EXTERIOR MAX DLO INTERIOR MAX. SIDE LITE HEIGHT SL SECT. B-B VERTICAL CLEAR COLORED SEALANT SL VIEW G -G CORNER ASSEMBLY Paairlasr agar FX Poe p1av7 Ralsirm a NO WAAGE MSSHEE7. FX Orda N14i•7 arse A SHOW 0000LE HOLLOW HEAD SECDONAT CORNER ASSEMBLY rear Ft( war 2/27/07 warawhr J.J. Oda 8/2107 1070 TECHNOLOGY DRIVE NOP(Ot1B, R.34275 P.O. BOX 1629 WAWA 0& FL 31274 c4 Visibly Better EXAMPLE ELEVATIONS Approved as complying with the Florida Striding Code ate Orr X007 MOAN 07 -049 r. /b Miami Dade Product Control „Use, Kjas •• ••• • • • • • •• • • • -- • —_—_ -- • • •• • •• • •• • •• • • • • : • :1 • : • .• '3; • • ir' / di • •r .f'6 � • : Ii • .t'i . • • • Sobel P.E. PE 712 •• • • • • • ALUM. FRENCH DOOR & SIDE LITES, IMPACT aeataat PO101 1/2x are 4 • 10 OMpPM 11005 -1 ram Structural �•. • • • • • • • • • • • • ••• • • . • • • • • • • • • • • ••• • • • •• • • • • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • •• •• MAX.'XX WIDTH `i MAX. DLO 'XX' SECT. C -C HORIZ. MAX. DLO MAX. X WIDTH DLO MAX. SL WIDTH 'X' SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX .-� -- DLO NOTES ON SHEETS 1 & 2 SL SECT. E-E FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) MAX. SL WIDTH --1 INTERIOR EXTERIOR 1."M .0 DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Asedase ft FX tees F.K 99997 Awfdra B NO CHANGE INNStlEk7. 101407 A owee7 F.K � 7 armeeme J.J. ADD DOOR W / SIDE WE' 7OSEOTTONE£t D6imE SIDE UTE` TORECT. FS DOC 6/21107 1070 TECHNOLOGY DRIVE NN52M1$ FL 35275 P.O. SOX 1628 NO (OMIS. A. 34274 PST Vwbiy Better Approved as complying with the Florida Binding Caj Date Co .T I y, IWi7 NOM e3 /— 106 q. Miami Dade Product Comm. 1 ,� L C4�ula •• ••• • • • • a • • • • • •• • • • • ••• • ,�}' • •• ••• •• • , 9 ;�. • • • .! • • `. �% • • ZI ° N• • • • VERTICAL SECTIONS rr 0 • • ALUM. FRENCH DOOR & SIDE LITES, IMPACT ta,Y.•a•e PD101 try 91 1/2X 1 5 510 arow 111x05.1 aws Be . • • ` N ., • • • Roberti P.E. PE 539712 • : buttutel • • ♦• • • • • • • • • • • • • ••• • • • • • • • • • • • -•Q -• • • • • • •- • • • • • • ••• • • • • ••• • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • 11 lh 1477 1 I MAX. 1 1 -- DLO NOTES ON SHEETS 1 & 2 SL SECT. E-E FOR APPLICABILITY HORIZ. (DOOR W/ SIDE LITE) MAX. SL WIDTH --1 INTERIOR EXTERIOR 1."M .0 DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) Asedase ft FX tees F.K 99997 Awfdra B NO CHANGE INNStlEk7. 101407 A owee7 F.K � 7 armeeme J.J. ADD DOOR W / SIDE WE' 7OSEOTTONE£t D6imE SIDE UTE` TORECT. FS DOC 6/21107 1070 TECHNOLOGY DRIVE NN52M1$ FL 35275 P.O. SOX 1628 NO (OMIS. A. 34274 PST Vwbiy Better Approved as complying with the Florida Binding Caj Date Co .T I y, IWi7 NOM e3 /— 106 q. Miami Dade Product Comm. 1 ,� L C4�ula •• ••• • • • • a • • • • • •• • • • • ••• • ,�}' • •• ••• •• • , 9 ;�. • • • .! • • `. �% • • ZI ° N• • • • VERTICAL SECTIONS rr 0 • • ALUM. FRENCH DOOR & SIDE LITES, IMPACT ta,Y.•a•e PD101 try 91 1/2X 1 5 510 arow 111x05.1 aws Be . • • ` N ., • • • Roberti P.E. PE 539712 • : buttutel • • ♦• • • • • • • • • • • • • ••• • • • • • • • • • • • -•Q -• • • • • • •- • • • • • • ••• • • • • ••• • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 60300 WSTP.,0 -LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 8 995 9 10 11 12 13 14 15 16 20 21 22 23 24 25 996 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 952A 6533016 FILLER HEAD ADAPTER 11000 611000M OUTSWING THRESHOLD 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 11001A 411001A ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) 11002A 411002A ACETAL SPACER .095 ( INHOUSE INJECTION MOLDED) 11003A 411003A ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) 915D 60380 FRAME JAMB (OUTSWING) 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 6608 66608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 -T5 1140 78X112PSATS #8 X 1.500 PH SO A T/S 1048 71048 JAMB SCREW COVER CAP 930 41721N STRIKE PLATE INSERT 1118 27 7070 30 910D 31 911E 32 917 33 1178 710X34PFA #10 X.750 PH. FL. SMS 67070K BULB WEATHERSTRIP .187 X.300 HIGH 6910 DOOR PANEL, TOP & BOTTOM RAIL 6911 DOOR PANEL, SIDE RAIL 7FRMO HINGE EXTRUSION 71058FP W,B #10 X.625 PH. FL. SMS 34 913A 35 1130 36 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 983E 45 984B 46 1213 47 929 48 1139 49 982 50 51 930 931 53 1118 54 957 55 1118 52 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3OGG 6983 6984 6Q200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X _710X34PFA TRUSS CLAMP 5/16-18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 ( OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q-LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X .750 PH. FL. SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL. INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PH FL. SMS HANDLE STRIKE PLATE #10 X.750 PH FL. SMS Mader be* ITEM 60 61 DWG # 920D 921D PGT# 6920D 6921 DESCRIPTION SIDELITE HEADER SIDELITE SILL 62 9168 60381 SIDELITE JAMB 63 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 85 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 71 72 73 4222A 988 712653K 71267K 64222 6988 SETTLING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA BEAD, 7/16" BEAD, 3/8 92 93 986 64986 BEAD, INTERIOR 1224 6TP247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .80 PVB, 3/16" HS 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 102 11006A 141106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK - U-V 360 .055- -�I► -� 13 OUTSWING THRESHOLD CHANNEL COVER 6063-T6 2.750 ---* .650 -- 1 -25J 22 TUBE � MULL 6063 -T5 1.000 t Approved as e"mpt)ing„ith the Florida Outdia+ Code Dale i NORM - ZLZ''J!O Mhtmt Dade Prodaet .ontrd a,ls(.45 L (LAt4,.L •• ••• • • • • • •• • • • • • • • • • •• • •• • • • •• ••• ••• ••• R.•ars DOr8M•e7 itadaluaa e NOCIVINGE THIS 8i t. Dar 84407 RsNdo m A ADD REM 1030E10SOCTAND 'INACTIVE PAUEI.OA rTOREM11. Dag 2/2207 anamage J.J. one 821/07 1070 TECHNOLOGY MAT NOKOMIS, 8.34270 P.O. BOX ISM NOKOM 18 R 34274 Visibly Borer PARTS LIST •• • • • • 18, ALUM. FRENCH DOOR & SIDE LITES, IMPACT Pb101 1 amt 6 s 10 11005-1 B • • • • • • • • • • N' • • • • • ••• /14i • 1 • .2170 • ;• • • • Ro Clads. P.E. PE P39712 • • Structural • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • •• •• 4.626 4.000 DOOR PANEL 362 TOP & BOTTOM RAIL 6063 -T5 3.655 3.111 4.726 4.100 1.400 31 .550 .050--44-- FILLER HEAD ADAPTER 6063-T6 1.272 L FRAME HEAD 6063-T6 .050 .079 1.489 .469 1 3.000 --- -.y 11 OUTSWING THRESHOLD 6063-T6 *War auk WMaoe +- 1.750 DOOR PANEL SIDE RAIL 6063 -T5 ODOOR PANEL INTERIOR ASTRAGAL 606345 i--1 .050 .683 TRUSS CLAMP 318' GLAZING BEAD 6063-T5 73 6083 -T6 f+- ---- 3.100 -- 4.675 DOOR PANEL EXTERIOR ASTRAGAL 6063 -T5 ice- -.525 .050 72 7/16' GLAZING BEAD 6063-T5 SL HEADER 6063-T6 61 SL SILL 6063-T6 x+-1.460 -"I 3.000 -1.578 .050 DOOR FRAME, JAMB 6063-T6 62 SL JAMB 6063-T6 1.830 r .050 3.000 i =1 SL JAMB 66 ADAPTER 6063-T6 Now* ark IMAM= FX W7Sr07 B NO CHANGE THIS SHEET lamas, FK Dots W1M7 WIIJora A Dtm� FJC Llier 2127!07 chwiss J.J. ADD 'DOOR'70 REM XS MASS BED DIM 70 DEWS SS 31,44,456 A2 Oa`. • 821/07 1070TECHNOLQGYD3VE NOKOMIS R.34275 F.0. BOX 1620 NOKOASS. FL 34274 EXTRUSION PROFILES • ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better �7 STRIP CHANNEL 6063 -T5 2.125 HINGE 32 6063-T5 0.375 .125 Appnned ea comply lag with the EIor da Baadio8 Code Date OLI 1 1200 NOM p Miami Dade Protect steed the By c. •• ••• • • • • • • . ♦ • • • • • •• • •• • • • • • • •• ••• •• •• • • T • • • • FD101 aloe 7 a 10 modem 110051 Ava B • •/ • . • rLJ] • •• . • Roe,1 L. C ark. P.E. PE 839712 Structural ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • •• ••• • • • • • • • • • • • 1• • • • • ••• • • • • • • • • • • • • • •• •• HEAD I ZONE "C "� JAMB ZONE "A" HEAD I ZONE "D` ZONED "IX JAMB ZONE "A" SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD �ZNE4 -- HEAD " � .— `ZONE'D" ` ZONE"D "' 'ZONE E"� t ZONELD" 1 ZONE "E" ' SEE TABLE 4., SHT. 9 SEE TABLE 6., SHT. 9 SEE TABLE 6., SHT. 9 HEAD HEAD HEAD HEAD HEAD HEAD HEAD y ZONE "F" ZONE "F" E I • / JAMB ZONE "A" HEAD ZONE "E "� 0 JAMB ZONE "B" 1 ZONE 'D" ZONE E" JAMB ZONE "A" i / XO OR Ox JAMB ZONE "B oxo w 0 CO � ZONE �ZONE F"_ZONE 1 SEE TABLE 7., SHT. 9 "E" NOTES: ZONE "D" —1— "F"--t—?ENEi t ZONE t— —t— Z JAMB ZONE "A" } XXO OR 1 OXX `. XX X wRr•.nn 1% OXXO } JAMB ZONE "B" } K/ .\ \ \\ / , SILL ZONE "D" ZONE "F"�ZONE� SEE TABLE 7., SHT. 9" EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; 8.71 3/4" x 83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. } JAMB ZONE "B" R X XX X wRr•.nn 1% OXXO n / A ., n f JAMB ZONE "B" } KK\ \ s'LL SILL fZ ENE 1— ZONE "F" 'ZONE "F"�ZONE� SEE TABLE 7., SHT. 9 SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5 +5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT,. 71 3/4"W 'XX' DOOR WITH 19141 SIDE LITES (SEE SOLUTION ABOVE)* 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD 8 SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. veneer lies Nov I Do FX Arm nte FX Devon* FJC &4687 ION 8114/07 2412/07 8 NO MANGE TICS MEET. MANGE 70Y VXAacHortzaNEFROMCTorr ADD ANCHOR7rEs A TO amined be. J.J. 821/07 OM Nixco , a3YDR P.O. BOX 1829 NOKOMIS, FL 34274 Visibly Heuer ANCHORAGE, CONFIGURATIONS • •• • •• • • • • a?a ALUM. FRENCH DOOR & SIDE UTES, IMPACT • BakMMn Beek SAW Oadyen FD101 NTS 8 > 10 11005'1 8 •• Appiur i a? runt:: •:,„ with the Florida Bunting C Date OCT If" "7 NOM 47- 64Zf./l Miami Dade Product Control B st'.1 I.f L- ••• • • • • • •• • •• •• • • • • • ••• •• if / • - • r4 • • • • •1 ••• • %1! • • • • •• • .1 • I . /(• • •• • • •• •• ••• • • • • • • • • • • • • • •• • • • • r1 L Clack. P.E. PE 839712 Structural •• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • TABLE 3. X DOORS GLASS TYPES . A. B. C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD' 1,2, CONC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A B, C. D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1.2, CONC TABLE 6.O SIDE LITE GLASS TYPES A. B. ANCHOR TYPE & SUBSSIRATE 2.3, WOOD C, D 1,2, GONG TABLE 6. X0 & OX GLASS TYPES ANCHOR TYPE & SUBSTRATE A. B, C. D 2.3. WOOD 1,2, CONC TABLE 7.0X0, XXO.OXX & OXXO GLASS TYPES A. B. C, ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS "X" • 25.50 TO 37.50 WIDTH X HT. X x 25.50 x 79.75, 5 2 83.75 5 2 87.75 5 91.75 5 95.75 6 LOAD ZONES 27.50 x 79.75 5 83.75 5 2 7 87.75 5 2 7 91.75, 6 2 7 95.75 6 2 7 7 7 b 4 2 3 4 2 3 IIMER3 3 7 4 2 3 7 4 2 3 0E113© 29 50 x 79.75 6 2 8 83.751 5 2 8 87.75, 6 2 8 91.761 6 2 8 95.75, 6 2 8 4 2 3 3 4 2 3 4 2 5 4 2 5 DOOR WIDTHS ")0(" • 47.75 TO 71.75 LOAD ZONES WIDTH x HT. 47.75 x 79.75 4, 3 6 4 4 7 4 4 7 4 4 7 4 4 4 4 4 4 4 2 3 4 2 3 4 2 5 4 2 5 4 2 5 31.50 x 79.75 5 2 8 83.75 6 2 8 4 2. 3 4 2 5 87.75 6 2 8 4 2 5 91.75 6 2 8 95.75 7 2 10 4 2 5 4 2 5 33.60 x 79.75 6 3 8 4 3 3 83.75 6 3 8 87.751 6 3 8 4 3 5 4 3 5 91.75 7 3 10 95.75 7 3 10 4 3 5 4 3 5 35.50 x 79.75 6 83.75 6 87.75 6 91.75 7 95.75 7 3 8 4 3 5 3 8 4 3 6 3 8 4 3 5 3 10 4 3 5 3 10 4 3 5 37.50 x 79.75 6 3 8 4 3 5 83.75 6 87.75 91.75 7 3 8 4 3 5 7 3 10 4 3 5 3 10 4 3 5 95.75 7 rower doer 3 10 4 3 5 83.75 5 87.75 5 91.75 5 95.75 5 51.75 x 79.75 5 83.7. 5 67.7 6 91.75 5 95.75 6 55.75 x 79.76 6 83.75 5 87.7. 5 91.75 6 95.75 6 59.75 x 79.7 5 83.75 5 87.75 6 91.7. 6 95.75 6 63.75 x 79.7 5 83.7 6 87.76 6 91.7 6 95.7 , 7 67.75 x 79.7. 6 83.7 6 87.7 6 91.7• 7 95.75 7 71.75 x 79.75 6 83.75 6 87.75 6 91.7 7 95.75 7 4 7 4 7 4 7 4 7 4 7 2 3 2 3 2 3 2 2 2 3 3 3 2 3 2 3 4 7 4 7 4 7 4 7 4 7 4 4 4 4 4 3 5 2 2 2 3 3 3 3 5 4 8 4 3 5 WIDTHS "Cr - 10.75 TO 36.75 LOAD ZONES 4o w m t3 m WIDTH x HT. p 10.76 x 79.76 4 83.75 4 67.76 4 91.75 4 95.75 4 12.75 x 79.75, 4 83.75 4 87.76 91.75 4 5 8 6 8 5 8 5 8 4 4 4 4 2 3 2 3 3 5 3 5 5 8 4 3 5 5 8 4 2 3 5 8 5 8 5 8 6 10 5 8 4 4 4 4 4 3 5 3 5 3 5 3 5 3 5 5 8 5 8 6 10 6 10 5 8 5 9 5 9 4 4 4 4 4 4 4 3 5 3 5 3 5 3 5 3_,) 3 5 6 10 4 3 5 6 10 4 3 5 4 0 O O DOOR WIDTHS "X' - 25.60 TO 37.50 LOAD ZONES SIDE LITE WIDTH X HT. m DOOR WIDTHS "X" - 25. TO 37. LOAD ZONES 90(" - 47.75 TO 71.75 SIDE UTE WIDTH X Hr. 4 1 1 1 1 2 2 2 4 4 4 4 10.75 x 79.75 83.75 87.7. 91.7 95.7 4 2 4 4 2 2 4 4 2 2 4 2 4 2 4 2 2 4 2 95.751 4 19.00 x 79.75, 4 83.761 4 87.75\ 4 91.75 4 95.75 4 21.75 x 79.75 4 83.75\ 4 87.76 4 91.75 5 95.75 6 27.76 x 79.75 5 83.75 5 87.75 5 91.75 6 95.75 6 36.13 x 79.75 6 83.75 6 87.75 7 91.75/1 7 95.76 7 36.75 x 79.75 6 2 2 2 2 4 4 2 2 4 2 4 2 2 4 2 2 4 2 12.75 x 79.7 83.76 87.75 91.75 95.75 19.00 x 79.75 83.7• 67.7 91.75 95.76 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 21.75 x 79.7 83.75 87.76 91.75 95.7 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 27.75 x 79.76 83.75 87.7 91.7 95.75 3 4 3 3 4 3 3 4 3 3 4 3 3 4 3 38.13 x79.7• 83.75 87.75 91.75 95.76 3 4 3 83.75 6 87.76 7 91.75, 7 95.751 7 3 4 3 3 4 3 3 4 3 3 4 3 36.75 x 79.75 6 83.75 6 87.7. 7 91.7 7 95.75 7 4 0 0 it 2 m O z 0 W W 0 z 2 4 m 5 5 tg 5i 4 2 4 2 4 2 4 2 4 2 Fg ce 4.2 42 `f 4 2 m 4 2 F 4 2 $ 4 2 LL 4 2 yw 4,2 F 4,2 Fz 4 2 4 2 O T O 4 2 4 2 4 2 g 4 2 d1 4 2 O 4 2 4 3 4y 3, m 4 3 F O LL K x 0 Q L'C 4 3 4 3 01 4 3' 4 3 4 3 3 4 3 4 3 4 3 10.75 x 79.7 83.75 87.7 91.7 95.7 12.75 x 79.75 83.7 87.7 91.7 95.7 19.00 x 79.7 83.7 87.7 91.7 95.7 L+� PQ 0 O 00 00 LIU 00 00 • C113 • 00 00 0© • 00 OD 00 • 00 EDI 00 • OD • 0© OD 00 •00 • ©0 ©0 00 00 00 8 x m 0 21.75 x 79.7 83.7 87.7 91.7 95.75 27.75 x 79.7 83.7 87.7 91.7 95.7 36.13 x 79.7 83.7 87.7 91.7 95.7 36.75 x 797 83.7 87.75 91.7 95.7 6 5 7 5 co 60 O z 6 2 4 O vi m a O C=1 z 0) 4 4 4 4 4 4 0 0 0 0 0 0 0 0 4 4 4 2 4 2 4 4 0 0 4 2 cc 4 2 4 2 4 4 APPROVED ANCHOR TYPES: 1. 1/4° ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved as complying with dm • Florida Bidding Coda El 4 El its 4 4 4 31 mad ex oats FIG Wt&D7 Rawl&" Qeft R.F.I ADD •ALSOU4EW/mixes 70 TABLE A, V. CHANGE 7A&Ett, HEAD ZONE F. &M 57 A V r077' AND COLUMN RE At 0 12M TO ANCHOR TYPES Lamer ter: cn.oad9F oats FJC 2/22/07 J.J. 621/77 RaNgwa NO CHANGE NMI SHEET 197TECHNOLOGY DR NE PNOICOMAFL 36ST P.O. BOX 1629 NOKOMIS. FL 34274 visibly Better ANCHOR QUAN71TY LOAD ZONE TABLES : : ALUM. FRENCH DOOR & SIDE LRES, IMPACT INsbalikdot tutor NA Limit 01.Lko 9 s 10 11005 -1 • 00000 F. E 039712 • • • • 2X WOOD 31e BUCK. NOTE 2 3.4 KSI MIN. CONC. 1 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 — 1X WOOD - - BUCK, NOTE 2 4 :•• •• ill 13/8* MIN. EXT. 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 13/5* 1/4" MAX SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS. TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT. 1X WOOD BUCK, NOTE 2 EXT. 1 3/8" TYPE 1 1 3/4" TYPE 2 -t- 1/4° MAX. SHIM CONC. ANCHOR, NOTE 1 1 3/8° MIN. 1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 EXT. DOOR HEAD (CONC) 1 114 TYPE 1 0 2 ( U) 1 3/8" TYPE 1 (CONC) 1 3/4* TYPE 2 (CONC) SIDE LITE HEAD (WOOD) 1/4" MAX. SHIM 1 314" MIN. E.D. 1111611Ni.. 1. .471— •:*1 3/4" MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 EXT, EXT. 1/4° MAX. — SHIM 3/8" MIN. CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 —.4/1.11N3. DOOR SILL (CONC) NOTE 3 1/4 MAX. 1 3/8" TYPE 1 1 3/4" TYPE 2 3.4 KSI MIN. CONC. t 1 3/8" MIN. 2X WOOD BUCK, NOTE 2 EXT. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3. NOTE 1 1 3/8" TYPE 1 1 314" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 1 3/4" MIN. ED. 1/4" MAX. SHIM 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 314* MIN. E.D. 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) DOOR SILL (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 LI 11111 -WM 2X WOOD BUCK. NOTE 2 1X WOOD BUCK NOTE 2 1/4" MAX, SHIM 1 3/8" MIN. SIDE LITE SILL (WOOD) EXT. 3.41(81 MIN. CONC. • CONC. ANCHOR, AnNOTE 1 1. 3/4" MIN. E.D. 1/4" MAX SHIM 1. 3/8" lYPE 1 3/4" TYPE 2 SIDE LITE SILL (CONC) NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4* SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4°. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • A pprured as et 124 Florida flDg Cede Uate e)c^i- ki 2007 NOM ,..7-06Z9. 4/ Miami Dade hada* Coate* art LI I. (I ...I, • • • • • • • • • * ** • • • • • • • • • • • • • •14 •• ••• • • , /4 44. • • II: : Arad* FX Real* Dols SAW ileateloor NO CHANGE 111X SHEET. FJC *ma ST FX DoN W14,07 CNN 2122107 Rateable A Ord* ST SPEC TYPE IS 2 BILECI ON CONC. °ETAS& SPEC TYPE 2 A ON WOOD DETAIL NA ANCHOR MSS TO NOTE 1. 6/21/07 1070 IECHNOLOGY ORNE ?83% ."L34278 P.O. BOX Ma NO1COSE14 P1. 34274 ridr • ANCHORAGE DETAILS • • • qv • ati • ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 NTS 10 10 041116*/ft 11005-1 B • • • • • • • • • • • • • 4/#1:7,:t : • Robert L. Pa*, P.E. PE 839712 Structural • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • II • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • j Noma Code tnlime Page 1 or Co, ^,imuni'y Affr1+rs The Florida Department of, OmmunitrAffairs 'u�Idrr� Code Information :System! PRODUCT APPROi t © H%ine hrmduct Type Detail User: Public User - Net Associated with Organization - Application #: Date Subtaitted: Code Version: e Prdduct Manufact AOress/Plione/eMaik FL4940 07/29/2005 2004 1N e.d.[Ietp ?. R l CENE Masonite rutternatiunal One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 4414258 • • •. • Category: Subcategory: Evaluation Method: Referenced Standards f om the ,Florida Building Code: ••••••• ••:..• Exterior Doors •' • • • • •••• Swinging • • • Certification or t ist g • tf •• j• Section Fear TAS 201 1994 TAS 202 1994 TAS 203 1994 ASTM 1998 B1300 ASTM 2002 E1300 (FT file:// 6lD^ SUujECT cation Agency: STATE A ND •Ci.;,Jiv Sectiq 2612 P1 Quality Assruance Entity: ' Validation. Entity: - DERALI ail A. iEGULATION Accreditation & ement Institute, Atttborized Sloane i 0 Steve Scbreiber sschreiber@Masonite.co Evaluationtrest Report Uploaded: ;< butstallation Documents UU loaded: i • � p ,i'TU7 4940 I Insta11681V1E noctunents✓o20and%203 ►gsllperezNy%20Doeuraents !Florida %20Bui1d /.206de %20... 11/27/2005 °UI 'PuI e L G flH1- 8002- 8I -03G ▪ •' • ; • • • • • • •• •• • •••• • • •••• • •• • • • •••• • • • • • • •• • • • • • • G00 /J00 'd Z9fi8 X88 50£' °H XYd Product Approval Method: Application Status: Tate Validated: Date Approved: Date Cdrd0ed to the 2064 Code: 940.1 Product Model* or Name Metal -edge; Steel Side - inged Omit- Units • Glazed.pdf TID 4940 I Install 68 ME Opaque.pdf • Cd z Uastal� $0. MID 4940 I Install 8Q M6 Method 1 Option A Approved . 09/'227/2005 10/06/2005 Page 4 l 1 Model Description Limits of Use 6'-9" Opaque 1/S ,and O/S Single Door Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and . where pressure requirements as determined by ASO1 Y • Minimum Design Loads for Buildings and ow t: Structures, does net" • • exceed the design . • • pressures listed. 34-0" x 8" max nominal size. Mt. DP = +/- 76.0. Wheniarge' missile impact resistance is required, hurricane prolive system is NOT 'required. See installation drawing DWG -MA- FL0132 -05 for additional rmation. • Evaluated for use in ' locations adhering to the Florida Building Code including the High V Hurricane Zone, and where pressure requirements as �'-8" Opaque IIS determined by ASCE 7, 940.2 Metal -edge Steel Side- and 0/8 Door 1/ Minimum Design Loads Hinged Door Units for Buildings and Other or w/o Sidelites Structures, does not exceed the design pressures listed. 12'-0" x 6'4" max nominal size. Max DP +1- 56.0. When large missile impact resistance is required, hurricane protective ' system is NOT required fit://CA PoOrnnents% 20and% 20SettingslhpereziMy% 20bocute11ts1F1a1ida%20 $uiUlding %20Code %20... 1 1/27/2005 Z9t'8 t 8 00E '°N XVH 'ouI 'PuI a)ILQ WV Z17:I I fHZ- 8002- 8I -OHG • ••. ••• • 0041• • • • • • • • • • • •• 4141 • 0.1• • • 9000 • •• • • • 0041 • • •• 00.0••0 • • • •11000 • • • • • • LOO /Z00 'd n opaque panels. but IS uired on glazed See installation rowing DING-MA- ;* L0132.705 for additional nformation. . Evaluated for use in ons adhering to the °ride Building Code . ncluding the High Veto* unicane-Zone, and e pressur•3- uirements as • etermined by ASCE 7, inimum Design Loads! • Buildings and Other ctures, does not 8-0" Opaque I/S coed the design 4940.3 Metal-edge Steel Skle- Hinged Dobr Unita and 0/S Door w/ res listed. 121-0• or w/o Sidelites '-0". max nominal size. ax DP - +1- 48.3. When arge missile impact 'stance is required, ,! urricane protective .1 m is NOT retiuiret n opaque panels, but is wired on glazed " *: els. See instalblibr rowing DWG-MAW' • • •.••• 1.0133-05 for additkWil nformation. Evaluated for tions adhering:Midi: ionda Building Cdde Wading the High yelod,ity iirricane Zone, and • ! • here pressure uirementa as etermined by ASCE 7, inimum Design Loads Er-8" Glazed • r Buildings and Other : 4940.4 Metal-edge Steel Side- Hinged Door Unit and 0/8 Door w/ tructures, does not or w/o Sidelites ceed the design ressures fisted. 121-0" '41• max nominal size. DP .=.• +/- 50.5. When e missile impact !stance is required, urricane protective • ystem is required. See nstallation. drawing DWG- A-FL0134-05 for ! ditional information. Evaluated for usein bons adhering to the orida Building Code ncluding the High Velocity urricane Zone, and ere pressure quirernents as mined by ASCE 7, ; inimum Design Loads file://CADocumerits%20and%20SetlingSlperaMyY020Documents\florida%20Buildine/020ei,odeo/020... 11/27/2005 • • • • • • • • • • • • • • • • • • • • • • • • • 0000 • • 0001 • " • • • • • • • • • JL 146%0 40 • • • • • • • • • LOO/E00 'd Z9f72 T788 SOE '01\1 XYd •ouI *PuI GL Y I al,1,-800Z-8I-011 • Dumung ttouv yaw= 49405 • i • Metat-edg Steel Side- Hinged Door Units '8.-0" Glazed VS ,and 0/9 Door for Buildings and Other Structures, does not exceed-thedusigrr pressures listed. tr-On x 8'- 0" max nominal siie. Max DP = +43.0 / 745.0.Viiheln large missile impact resistance is required, hurricane protective system is required. See installakion.drawing_DMIGA MA-FL0135-05 for additional Infdmiation. C212y_r_gi tit and Disclaimer ; 02000The State of Florida. All rights reserved. 0000 • • • 1 •••• • • :0 •• • • • • • 0004 • • • • •0•4 • rage OI • • • • .• • • • • • • 1• • • • •• •• •• 0. goo••. • • 6,41 • '• ...olio% • ill ooloo • • • •: • too :0 • •• • • • • • me • • • • • e://CADocumeats%20and°/020Settingsliverealy%20Documents\Flotida%20BuildiDs%20040de%20... 11/27/2005 LOO/f/00 ZE78 1788 soe'm x PI °I.41 NV l:11 Dyke Ind. Inc. DEC -18- 2008 -THU 11:42 AM ..2T. � .. F-- ©L0. —I L 1 EML ACED FOR USE RE don= S ADlE NG TO THE ItORIDA WRONG COVE AND %SERE PRESSURE' REl LJFJNENTS ASOETERNINEO by ASCE 7, soRMUki URN UMW FOR OR M= = NM OTHER STRUCTURES, DOES HOT E710EE0 THE DESGN PRESSURES LWTE0. 2 MJFR ARE THE SYSIER PRAMS) IS NOT REQUM ON OPAQUE PANELS, UT 15 REQUIRED.ON MASCO ROME; 1 Pcll.' E7HARE CO FLAK SPREAD INDE>< OF 30 ' MO SMOKE'DE4YLOPEO DUX OF SO PER ASTY ESC . A PLASTICS TES1rRG br we Faux MATER At: 1,10 ROSH DOUBLE rNSIRO4 1WfT w f riWTE$ •CWGLE POOR r y 69FELSTPEWg 7AaEE OF OUHTEMS oESCrt�Pnors ; �� '7I',i',;13L:��i:�:�1. il,��J:.F�..d�.f�� aE�car�sa�a�L �aa�z��.�r��L r��:� rtsli■� �:� raw r�rs+�rs��a>t �sF�a�r�a=a��o�■� ��:.xssx -c+E.r �. �T.�tfarzs��Fx�a� ►��F:wF iw[ c»>�txa �Fermt•, �tr.x��earrr� xsrs:�� • . • •• • • s •• •• • • ••• • • - • ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • '• • • •• •• ••• • • Oat 7/25/05 SOW NTS MAW We PFGti1t4- FLO132 -00 CLD 0 F SEE .OETAIL 1111 3 "-- '• Jflii -SEE COM- sEE. OEfAIL Si • DETAIL x 2 -1/2" 010 x 2" 110 x 3%¢" p8 x 2 -1/2" DEC- 18-2008 -THU 1 DETAIL "D" 110 x 3/4' 110 x 2" 1.378` WING THRESHOLD • #9 .x 3/4° 19 x 3/4" DETAIL "C" 2ETA1L " ASTRAC -4; ATTACH ASTRAGAL. RETAINER BOLT SiCRIKS■fliAllE 10 RAMP • • • • • ASS • • • • • • Minas • T • •• ; °LIMNING THRE$)d. • .•• • • • • •• • • • • • • • ... _ • • • • ••• • • • • • • • • • • • • •• •• •• ASTRAGAL RETAINER BOLT HOLE . MUST BE DRILLED THROUGH THE •THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH . f1QR A 1.37$" THROW Dam_ "F" ASTRAGAL !6 x i -i/i" pips Ilk' j25/05- nr Ts. • O. • ••• • • • • • • •.• • ' • • • • • • • • • • • •• •• • ••• • • mane - mass TYP1ALSLAZWG DETAIL • .1 .. s,. • • • . • • . 0 .. 000 0 N. 2. • • • .: KYNKSEI OR SCHLEOE ANSVBHMA GRADE 3 OR - BETTER CYLINDRICAL AND DEADLOCK HARDWARE.TO BE INSTALLED AT 5-1/2" CENTERLINE. 4" k 4 °- FULL MORTISE BUTT HINGES • • • .... .. • 0 ... ... • • • • • • . • . • .• .. • .. • 0 . • • • see . . • ... • .. .. • • ... • • • • ... • • • • • • • • . • • • • *00 • • -. • • ... • .. 00 • • • .. 00 .•. • • • ...• • • 1 MOM Res Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 <.. _ , 73 � `"`� l., 1 7,V 7 Permit No. tj 09 -' Master Permit No.120 Oa" Permit Type: Electrical Owner's Name (Fee Simple Titleholder) feiyoj,,, b ere., �i / N Phone # 7 o3 - "f' ® if 7 7 i 4' Owner's Address 9P /. 0 A? E " s 7. 2 /y City/ / 4. g • e45 State C....• Zip 3 3 /.7 J� Tenant/Lessee Narne Phone # E -MAIL: Job Address (where the work is being done) /V 6 9'5- 9 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11- 32 - Ei lP - 00 7- dQ / Q Zip 3 j 6P- Is Building Historically Designated YES NO ,k Contractor's Company Name 71„„...74e le ,.,'d ii?f,e Contractor's Addrr _ jsver „Wed- - /s?( y� State Qualifier Na '�i�i:/,,�'ej /�t! State Certificate or Registration r C c CJ 2 fi E.3 Certificate E -MAIL: _ Phone # 305- 2,a f ° 73 7 Zip 7 Phone C7/56 of Competency No. �° = Architect/Engineer's Name (if applicable) 3-lie 5;47 "44 Phone # .COs. may' e -914 cr 9 Value of Work For this Permit $ �®® Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration []New , Re air /Re lace p p � [f]'Demolition Describe Work: L1,4 / ,/ /P� 6c' l 4J .S'1E.ilo�=F�` S'- xxxxxxxx xxxxxxxxxxxxxxxxxxxxxxx******xx FeesxxxxxxxstxxxxxxxxaYxxxxxxxxxxxxxxxxx xxxx xaex 9e Submittal Fee $ Permit Fee $ A/4'.07 #.0— e' CCF $ 1190 CO /CC a Training /Education Fee.$ 0 ."'t0 Scanning $ V'00 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 430 - kV Notary $ 5 CO Technology Fee $ 10 ap Zoning $ 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. l 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. W 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 is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature f V� Owner o gent The foregoing instrument was acknowledged before me this 2,5 day of Cicber, 20 oS , by 'e Si run, who is personally known to me or who has produced �J As identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDA 1 Y Commission #DD746099. . 2 BONDED THRU ATLANTIC BONDING CO., INC. My Commission Expires: :xxxxxxxx. * * * ** xxx* x *lc xxx *xxxxxx * * * * ** ** * * *xxxxxxxx *x Signature The foregoing instrument-was acknowledged beforg me this o day o ,20M,b r iU4 'i� 1U)Y1 who is, personally kn • wn to me or who has produced s sntification and who did take an oath. 9 OTARY PUBLIC: Sign: Print: My Commission Expires: xx * * ** ** * * * * * *xx* xxv xxx ** *r.* * ** ** APPLICATION APPROVED BY / j am/ � �eftl"e Plans Examiner Engineer Zoning (Revised 02/08/06) DBPR - JARQUIN, EDMUNDO I; Doing Business As: HI -TECH ELECTRIC & FIRE C... Page 1 of 1 ors ,` `:- rime E Profess! Regulation Busines. o On Public Services Search for a Licensee Apply for a License View Application Status Apply to Retake Exam Find Exam Information File a Complaint AB &T Delinquent Invoice & Activity List Search User Services Renew a License Change License Status Maintain Account Change My Address View Messages Change My PIN View Continuing Ed Term Glossary Online Help (FAQs) ONLINE DBPR Home I Help 1 Site Map 9:27:00 AM 12/3/2008 Details Licensee Information Name: Main Address: County: License Mailing: LicenseLocation: JARQUIN, EDMUNDO I (Primary Name) HI -TECH ELECTRIC & FIRE CORP (DBA Name) 1500 SW 101 AVE MIAMI Florida 33174 DADE License Information License Type: Rank: License Number: Status: Licensure Date: Expires: 5 Electrical Contractor Cert Electrical EC13002608 Current,Active 02/10/2005 08/31/2010 Special Qualification Effective Qualifications Bldg Code Core Course Credit View Related License Information View License Complaint 1 Terms of Use 1 1 Privacy Statement 1 https:// www. myfloridalicense .com/LicenseDetail. asp ?SID= &id =82F3 B49FED78D3 9BBD... 12/3/2008 11124/2008 13: 31 3058600907 MUTUALINTEREST ACORDTM CERTIFICATE OF LIABILITY INSURANCE 'RODUCER INSURED MUTUAL INTEREST ASSURANCE,INC, ELIZABETH VERDURA 2272 CORAL WAY MIAMI FL 33145 Serial #F B1158 PAGE 01101 1 4- \•, 11!2412006 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE HI TECH ELECTRIC AND FIRE CORP 1500 SW 101 AVE MIAMI FLORIDA 33174 INSURER A US SECURITY INS CO NAIL# INSURER a: FIRST COMMERCIAL MUTUAL COX INSURER C: INSURER D: INSURER E: 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 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. 1 sR �} �.� PpLtCY EFFECTIVE AOUCY EXP RATION UMITS TYPE OF INSURANCE D l EF J. • D: E i • DAU. 1Y�i. !• _. r_nr�l nCrtI IR�GNC;� GENERAL UAOIUTY COMMERCIAL GENERAL LIABILITY 1 CLAIMS MADE © OCCUR GEM. AGGREGATE LIMIT APPLIES E'ER: (y X POLICY I I ,PSERCT I I LOC AuTOmomfLE LIABIIJTY ANY AUTO AU. OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS POLICY NUMBER GL- 000007826 -00 11 -30 -2007 11 -30 -2008 1,000,000 100,000 MED EXP Any ora_Eer3on) PERSONAL. R ACV INJURY $ GENERAL AGGREGATE PRODUCTS - COMP/OP AGO $ 5 000 1,000,000 1,000,000 1,000,000 COMBINED SINGLE LIMIT (EA acetde++I) GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ EA ACC $ AGG OTHER THAN AUTO ONLY: X Excess UMBRELLA UAOILITY IOCCUR ri CLAIMS MADE DEDUCTIBLE RETENTION EACH OCCURRENCE WORKER'S COMPENSATION AND EMPLOYERS' UARIUTY ANY PROPRIETOR/PARTNER /EXECUTIVE OFFICER/MEMBER EXCLUDED? If Yea, dnaeiIbe Undar SPECIAL. PROVISIONS below OTHER 19927 -0 12 -22 -2007 12 -22 -2008 Et. EACH ACCIDENT EL DISEASE - EA EMPLOYEE $ EL DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONSfl .OGATION$MEHtCLEstExcLUsION3 ADDED 8Y ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CITY OF MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES, FL, 33138 305/756 -8972 CANCELLATION SHOULA ANY OF THE ABOVE DESCRIBED POL1CIES BE GANG ED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL• ENDEAV +' TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE •L • ER NAMED 5 LEFT, RUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGAT IO ' ' LIABILI e NY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVE AUTNORIXE.DREP''s •I _"w 0 EPEN0 NT INSURANCE AGENCY AcORD 25 (2001/08) C :tFMP RO \CERTPROS. FP5 ©ACORD CORPORATION 1988