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WS-10-2162
Inspection Number: INSP- 157212 Permit Number: WS -12 -10 -2162 Scheduled Inspection Date: March 15, 2011 Inspector: Bruhn, Norman Owner: LEVY, RAPHAEL Job Address: 10276 NE 12 Avenue Project: <NONE> Miami Shores, FL 33138- Contractor: AMERICAN CONSTRUCTION & REPAIRS Building Department Comments INSTALLATION OF ONE IMPACT FRENCH DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 15, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number 305/758 -9065 Parcel Number 1132050190020 Phone: (305)775 -2509 Page 23 of 26 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NF�I S " 12-14o-21 67—TAX FOUO NO'/ 3246 /f -oo 2 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be mad property, and in accordance with Chapter 713, Florida Statutes, they. is provided in this Notice of Commencement. to g`n6f'ded N�R� n 1. Leg desc ption •f property and street/address: _107 2. " - /G 2 76 N /2 VG 2. Description of improvement: %NJf4 / /ar «/4 p.; 4o/p&C.r A. btl`5 &lab art 111111111111111111111111111111111111111111111 CFN 2a o10Ra c82456 OR Bk 27515 F's 111681 (113s) RECORDED 1 2/09/2010 10:44033 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUHTYr FLORIDA LAST PAGE t/N coP of coV 5' s D'C Space above reserved for use of recording office S 1/ - �Jl9vvc1 3. Owner(s) name and address: /41.ph Levy 10276' Ale. 12. E/MM`ss 35/.38 Interest in property: OG.f4ev Name and address of fee simple titleholder: 4. C nfr� name, address and phone number. SUO W, l544.1 ttcu✓ e ✓ Pr, B ay - ( 5. Surety: (Payment bodd required by ownQr m 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 whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number ersonally known, or 1:11 produced the following type of identificatio Signature of Notary Public: Print Name: (SEAL) 5. FLORIDA STATUTES read the foregoing and of my knowledge and belief. VERIFICATION PURS Under penalties of that the facts s gnature(s) By 123.01-52 PAGE 3110 SECTION 9 eclare that I e true, to th 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 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 r' - R 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P • " - TY. A NOTICE OF C t �� l ENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YO , d TO OBTAIN Fl ' „Tit, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR ) OF COMMENCEME,� or Owners A horized Off! irector /Partner/Mansyur ° 1 � u Signature(s) of 4 4 • s) or own. )' Authori . ed •oi Prepared By Print Name Title/Office OF FLORIDA COUNTY OF MIAMI -DADE T, eC • Zall The foregoing instrun}enntt was acknowledged before me this b day of v By /4Qi#i4/4.. J ❑ In ually, or ❑ as 7 for cer/Director/Partner /Manage I `� Prepared By Lam« Print Name i . � rizr Title/Office CHLES E. WALLE MY COMMISSION # DD687405 EXPIRES June 20, 2011 FloridalloterySorvice.com ciU By l ol 21 A14 e lAcit BUILDING PERMIT APPLICATION FBC 20 Address: id Z 7 (p /v F /2 City: fr ail? 5 /e..5 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 Permit Type: BUILDING / OWNER: Name (Fee Simple Titleholder): �Q p`j eL e L 2 �° v L/ ti a #Ue . / State: l • Zip: 3313'° Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /0 Z 74' 4/6 / 2 T 4/e City: Miami Shores County: Folio/Parcel #: // • 32 05'- 1.9 ' OD 2 . Is the Building Historically Designated: Yes COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ,,V Jaw Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Master Permit No. Miami Dade Zip: 33/.$ a r,';L DEC 0 72010 r Permit No. \!v ) � � — a ) (o Phone #: 34 C 1 ' 216 7V5 NO Flood Zone: CONTRACTOR: Company Name: d•714//CAg,0.! A v - 57Vlie7dit( //e/C dh 3 4 1 723, ZED, Address: 9300 W. 3a-i � /aa`hor c�/r, CityBa �lr„/�fl it L rIS State: +G, Zip: 33 / 544 Qualifier Name: 4,4e[GS 0, W a.ae.cc.c.G- Phone#: 3 .5 77.E 2-.57c) f State Certification or Registration #: Certificate of Competency #e ( C" OG /5 7 S Contact Phone#: 30 S 7 7 ( / ? Email Address: Ch UG � 7f .3Gi @ - vTA14..iL.. Com DESIGNER: Architect/Engineer:I-G(/7 4VC1%Tecrstel T 400-5.171 Phone #? - zg /'7v..C Square/Linear Footage of Work: sb Value of Work for this Permit: $ Type of Work: ❑Address OYAlteration Description of Work: /R(S 7 // Ate of //✓//'Q -r FYI 'ch X SC 0.661r #Cf/ 1.g. .O4Oit A ❑New ❑Repair/Replace ❑Demolition , CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $90 *' Bonding Company's Name (if applicable) /fit ?, Bonding Company's Address City Mortgage Lender's Name (if applicable) A/A' 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 th'. a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is sub' attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site for the first inspecti ich occurs seve O days after the building permit is issued. In the absence of such posted notice, the inspection will not . - ' .proved and a rei asp - Lion fee will be charged. p Signature Signature . highs Owner or Agent ' Contractor The foregoing instrument was acknowledged before me this Z 3 •"' -" The foregoing instrument was acknowledged before me this Z day of WO 1/, , 20/4 , by liker,VQ ! 4, f , day of 11 e.4 , 20 i O, by C Get ` e c e_ who i personally know to me or who has produced who ierso ally kno_l_vOto me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: �G/rv,r.J.i Print: My Com : LApua.S. ?".: CHARLES E. WALLACE ;,: = MY COMMISSION # DD687405 (407) 398 -0153 F' id allotaryServioe.com APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) State Zip Y ' 7 Plans Examiner NOTARY PUBLIC: Sign: Print: Commissio ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** AM, Ik Notary Public State of Florida Lawrence Nei Wentworth My Commission 0D981396 ?p, p Expires 06/27/2014 * * * * * * * * * * * * * * * * * * * * * * ** .3/ Zoning Structural Review Clerk • MIAMf DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • - DADL'MINTY, FLORIDA METRO -DADS FLAGLER BUILDING • 140 WEST.FI4 1. ER STREET, SUITE 1603 • • • • • *Mgt PLOWS 33130 -1563 • • • • • ••• • {.402) 3325 -2901 ;FAQ (05) 375 -2908 • • • • www.builcfingcodeonline.com NOTICE OF ACCEPTANCE (NOA PGT Industries 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 (AID). 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 AID (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 "PD -101" Outswing Aluminum French Door WI 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., beating 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: Tlx: 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 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. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries • • . .. • • • . .. .. . • • .. .. • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • ... • • • • . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • . . ... . . •. • • • • . . .. • . • . . .. • • • • • • • . • • • • • • • • • ••. • .• 1. Manufacturer's die drawings and sections. • • • 1 • • • • • • • 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, d 2Z -03 Md lUt realited on 09/25/07, signed and sealed by Robert L. Clark, P.E. • • • • • • • : • • ; A. DRAWINGS .. • • • • • . .. .. 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 F1L -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. Muni Dade Building Code Compliance Office (BCCO). E. MATERIAL CER1I}ICATIONS 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 IS.6 1 1. LitAvtJg. Ia�q L 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 DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 118" 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 NQM. (.402") 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. 7/16" LAMI NOM. (.48Ej 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 3116° HEAT STRENGTHENED GLASS . D. 7/16" LAMLNAM. (.465"2 CONSISTING OF (1) LITE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE AXIMUI Jj�.LI$[1) LITE VW HEAT STRENGTHENED GLASS. • N PRESSURES: SEE VABLES•I AND 2 ON SHEET 2. ' A. REGATII¢..QraGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 0 • •B.•PIOSITIVE (DESIGN LOAD:3 EVSED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. S.40ONFIGURATIGINa: X O X�t, wax, XXO, Q , QAQ, AND OXXO. , g. HORAGE ;THE 33113%STBESSINCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMBED TO STEEL SCREWS, TNA'P E INTCMTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE • • 1ttbIREMEVS SHEET - 81HROUGH 10. a. 8tItJTTERS 9R@ NCT REQUffbb'. ' • .6. SEA6iANT: INSVM 4TION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. ?. RENCES: • S.T.REPORT..TL -5 12, ELQQ SON NOA: 04. 0721.01, 03-0225.05, ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. T 6 THIS PRODUCT WOMEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH . VELOCITY HUURI& 1E ZONE (Oft). eat A. THE LOWER N PRESSURE FROM TABLE 1 TO DOOR . OR 2. PREVAILS. CONNECTION : 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. EXTERIOR A EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR A SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 112" GLASS BITE .402 h- 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR INT. - 3116" HEAT STRENGTHEND GLASS A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 1/2" GLASS BITE A .465 k- A 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 Mee ep F.K FJL Sae Sobs g+re� Oft WNW Iteekbaa Weida A ► wn* die FJ tba�,d G 1122/07 J.J. VAN I t .4g VE7 r..OFOLIOS, OIEN4LL pgrelE88 AND GLASS BRE ADD BSAB',SMEVIM TO FRAMODETA9.$ ADO MASS DEO MK, REVISE ,NOTE!, MASS RESOMPT. SADO NON 39. 1070 ThiCtiNOLOGY ORAN NDKOMI4, FL 34VS PA BOX 1B20 NOt(OMIS, a 3W4 _NOTES AND GLAZING DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly &tar - FD181 I lx I d 10 11005-1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS....... 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved es eompl with the Merida B* idtegCede Date_ !1041" Miami Dede Predst Central : I. Lld4•Ac L ldt, P.E. PE 838712 Stria lu*1 TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & 0)0(0 (FOR DOORS WI SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LIFE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 6 - 793/4" 7 - 83 3/4" 87 314" 913/4" 8 ° - 95 3/4" 3 31 1/2"1 x% •7844" • • • • • oV1btr+1 • I 314 +75 *7E401 +75.0 AWE 2. DEIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY 'J'ROVED COpIFIGUK41' Ot$: OX, XO, OXO, XXO, once. OXXO (THE LOW W131 FOR THE DOOR OR SIDE LIFE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION X WIDTH 2° 251/2" 27 1/2" 29 1/2" 2 31 1/2" 2 33 1 / 2 " 351/2" 3 371/2" SIDE UTE Ra Rand leg FX Illevadep FX F.K • +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 213/4 .381/8" •• •36 3A• XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 63 3/4" 67 3/4" 6 71 3/4" SINGLE O WIDTH 10 3/4" 12 3/4" 19" 21 3/4" 27 3/4" 381/8" +75 +7 Q �3�0 +75A -740 +78.0 '?5'0 GLASS TYPES A, B,CORD HEIGHT 8 793/4" +58.6 +54.9 +51.7 +49.0 +43,1 +38.1 +34.0 :At() +75.0J -75.0 • • SINGLE SIDE LITES WITH GLASS TYPE A • _ S)i18LE SIDE LITES WITH GLASS TYPES B, C OR D -75.01+75.91-75.01+75.0 -75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 +75.0 -75.0 +75.0 -75.0 +72.4 -72.4 +64.5 -84.5 +52.9 -52.9 +35.2 -35.2 +75.0 +75.0 +74.9 7 833/4" +55,4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49,9 +35.2 -75.0 -75.0 -74.9 -75.01+75.0 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 +71.4 +70.4 87 314" +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +47.2 +35.2 -71.4 -70.4 -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 E 2 INESEINPRESSURES ANDCtARIFEUNpN.RISAF.VERB f 98 TYPES NM7f SIZES MO ACRES 6ADDNOTE886 1, 2 118. ADDNOGTIONS TC TABLE 1X012 ME DEMON PA ANEDAVOUS1: AIDES FOR TABLES +75.01 -75.0 +87.6 +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +75.0 +61.9 +55.0 +44.7 +352 -87.8 -66.6 91 3/4" -49.8 -48.5 -43.8 -41.4 -39.3 -37,5 -34.0 -75.0 -75.0 -61.9 -55.0 -44.7 -35.2 1070,eY DRIVE 140107101F1.31276 P.O epic 1s29 X.84274 +75.0 +64.2 +83.1 e_95 3/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 GLASS TYPES A, B, C OR D +75.0 Ots WSW etwer om ?/22107 MwIam 'Roar A a 1 +75.0 +65.0 +57.8 +59.0 +52.4 +42.8 +34.4 -75.0 -84.2 -83.1 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 Visibly Better NOTES: A1. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3118" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/18" HS) C. 7/16" LAMI (3116" A, .090 PVB. 3/18" HS) D. 7118" LAMI (3/16" HS, .090 PVB, 3116' HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH = 109 1/2' MAX. XXO/OXX WIDTH =107 3/4" MAX. OXXO WIDTH =143 314" 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. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE UTE 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 = +87.6 f -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 86" 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 87 314" HIGH SINGLE DOOR WITH 28" SIDE LITES DESIGN PRESSURE = +43.6 / -43.8 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 = +43.11.43.1 PSF 8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. T DESIGNSURES ALUM. FRENCH DOOR & SIDE UTES, IMPACT Bish~st aft am* 1 I x 1 2 010 I •mwo 11005.1 I lbw B Approved as wmp+}1ag witb tba Florida Bu: Siat Cot Dele NOAB Wool Dode Predivel C010 gT S1 / ; 4 ? ' ! ; ( / :; Robert L Clack, P.E- PE tOa712 gnr4+aal • • • • • • ••• •••• • • • • • • • •• • • • • • • •• •• • • Fo••• • •••• ••• •••• • • • SEE NOTE 4 • " • • OX OF1 OCO ••.• sue --- 731 MAX. SEE !CIE 4 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 7C AND'XX' DOORS BY 314' WHEN ASSEMBLED TO MAKE 'XO','OX', %X0', 'MX AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR *X AND %X' DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.648) (90C DOOR = DOOR WIDTH/2 -4.079) ta•e4e orc Andshor RultAt B CORRECT VERB= ELOAND FORIVUU4S frisks A APO DLO MAMAS FOR DOOR AII2)t 6UTEAO°WOtM:Pa t Wf7W DEM BOLT AND SPECIFY 9CACE AND IMAM: 3-0 1!2° MAX. " Y 143 3/4" MAX. M X4 109 ---� , -SEE NOTE +--- � -- M SEE NOTE 3 O OXO 1070 TECHNOLOGY ORM NOKOM FL NM P.O BOC#A2S W alr9'i• PL BW4 SEE NOTE 4 eta[ Visibly Better t it // E X ACT. /X mar. I 0 SEE NOTE 4 OXXO DOOR DLO HEIGHT = HEIGHT - 11318" 01.0 WIDTH IC = DOOR WIDTH - 1215/16" DLO WIDTH %X = DOOR WIDTH/2 -11 5116" SIDE LITE DLO HEIGHT = HEIGHT -11 3/8' AN, DLO WIDTH = WIDTH -31/8" ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT e NTS 3 of 10 11005-1 B SEE NOTE 4 95 3/4' MAX. (TYP.) py t ::y y ltu:tixiitf a qty 4A!.,. 1 C / Rcbettl.. kek,P.E. PE #89712 Stwtel • • • 0 • • • • • • • • • • 0 • EXTERIOR • • • ••• • • DOOR SECT. A A VERTICAL MAX. DOOR HEIGHT INTERIOR ,....... _ * e FA 0110107 0 IwDTtflD9ff!'d;'!. FJC W447 A SHOW DOUBLE MUM HEAD 800110NAT t tASB81RLY themito Woe 000000/ oft FJC Z22107 J.L 6 i07 EXTERIOR MAX DLO U IWO TECISOLOGY ORM P02100Afft a3 276 as 09111529 Ar002014 FL 04474 SL SECT. B-B VERTICAL Vis1* Bayer MAX. SIDE LITE HEIGHT INTERIOR EXAMPLE ELEVATIONS at@ SL VIEW G-G CORNER ASSEMBLY ALUM. FRENCH DOOR & SIDE LITES, IMPACT ar destoe we Dar ow•un ras 013101 112x 4 or 10 11005-1 B Approved as complying with the Florida 0Cede 7 Norio 0,7 —e3,4 NJiumi Dade Product Contest • .� •••• I ... • • •.. • • •• •• • • •••• • • • .... . .. • • • • Masi* Oat Fit $tat7 FJC ffim4R77 tasv,B*. t� FX 212297 NOt90110F71498NEET HORIZ. (DOOR W/ SIDE LITE MID WO4iWdIDEU7P'7OB&CITONSEd 19INOLE SIDE UiiPTITSBC7. ANN 1,7 SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) IC SECT. D-D HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY Ri771 TECHNOLOGY ORIVE NORMS; FL91876 P.O.6 ,71X }529 NOKOM4 1194274 SL WIDTH MAX. DLO SL SECT. F -F HORIZ. (SINGLE SIDE LITE) INTERIOR EXTERIOR BGT VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT ''' s to 110054 B Approved as eompbiag with the Florida ig Cad Date e. biOAS Miami Bade Product 44u .1� Robert L. @Fark, P.E. PE 639712 Structural lils DWG 8 PGT# DESCRIPTION 920D 6920D SIDEUTE HEADER 61 921D 6921 SIDELTTE SILL 62 9168 60381 SIDELTIE JAMB 63 1155 781PQA #8 X1.000 QUAD PN. SMS 64 998 7998 HEAD GASKETS (STOCKING #70998) 85 999 7999 SILL GASKETS (STOCKING #70999) 68 934A 61641M SIDEUTE JAMB ADAPTER 67 #12 X 1.000 SHEET METAL SCREW 70 712653K SETTING BLOCK, 3/32" X1/4" X 1" W/PSA 71 71267K SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA 72 4222A 64222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64986 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - US" A, .90 PVB, 3/16" HS 98 GLASS, 3/8" LAMI -1/8" HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/18" HS is g GLASS, 7/16" LAM) - 3/16" HS, .90 PVB, 3/18" HS 11006A J41106A ACETAL SPACER .295 (NHOUSE INJECTION MOULDED) 103 OFF THE SHELF DEAD BOLT LOCK 11004A t1001A '1002A • 11003A am • 1140 1048 930 1118 7070 910D 911E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 9838 9845 1213 929 1139 982 1004M 4;11001A 414002A ?•1490 86300 • eV • 710X48 PSAT • • 96AN 10X3*PFA 87070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 679240 41720 76X12FPAW 7P3OGG 6983 6Q200K 74UBLOK F FD2PTAY 1011 T NG THRES :." , HANNEL COV R AcE'TAL SPACER .085 (INHOUSE INJECTION MOLDED) ACL'PAL SPACER .095 (INHOUSE INJECTION MOLDED) METAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) 1N$719.,C -LON .190 X.375 HIGH Qa1111FFORCEMENT, 1.000 X2.750 X 0.650, 6061-T5 #8x1.500 PH SO A T/S . MB COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP 5/16-18 THREADED ROD 5/16-18 FLANGED HEX NUT WEATHERSTRIP CHANNEL 08 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SUDS BOLT ASSY. (INACTIVE PANEL ONLY) #6 X .600 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORTASSY. (41707 & 41708) #6 X.750 PH. FL SMS 2 PT. LOCK ASSY. Appeured as complying WO. the Floeida Ow in Code Moe rG NOM frJ!- Miami Dade PlUdert troi 11 = 5 L Lau ADMIEM DAA090L74V OWMTNEFNNa QAYrIWIEU4 . PARTS LIST ALUM. FRENCH DOOR & SIDE LITES IMPACT ITEM DWG # PGT# DESCRIPTION 1 943B 60411 FRAME HEAD 2 1010 8Q300 WSTP.,CI -LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X .300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE 6 958 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPX' #8-32 X.500 PH. FL MS - S.S. W /SILICONE PATCH 8 995 5 GASKET (BETWEEN THRESHOLD & FRAME JAMB) • 9 996 • WV GIOKET (BETWEEN HEAD & FRAME JAMB) • 49 652A 6533016 • FILLER HEAD ADAPTER ' 11 ¶1000 • 1.1 )M OLIN. WING THRESHOLD • 12 670 671670 • WSTP, .350 RD FOAM FILL T-SLOT AMSBURY#32011 50 180FS RUBBER SLEEVE 61 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 52 931 7FRSPX DEADBOLT STRIKE PLATE 53 111$ 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA 810 X.750 PH FL SMS ta.aeby- arr Revlbge 8 IIECHNOLOEW R34275 P.O. BOX IWO 110167MA FL 34274 yfr{* Boxer .650-4 r_ �+- 360 3 OUTSWING THRESHOLD CHANNEL COVER 8063 -T6 1100 i Z2 TUBE MULL 6083 -T5 4.626 .• tt ••• • • • • ••• • •• • lo • • • 1.400 1.272 11 hex ass w•dag: armor FJC wear Betad Ws NC 8r14 7 burglar FIG �7 1.750 • • • • • •• •• • ••• •• • • • • •••• •••• DOORJANEL TOP & BOTTOM RAI • 6013 • • •• • •• • • • • • • FILLER HEAD ADAPTER 8083 -T6 .050 CD FRAME HEAD 6083 -T6 .050 TJ .079 i 1.489 3.000 THRESHOLD 6063-T8 ram • • • • 4.726 ..100 r1� --- 8.919 "' .550 .050 — p T 1.479 J 1.750 DOOR PANEL SIDE RAIL 8083 -T5 B NOl07F08T. A ADD 'DOW D" HS 208 t A68BEDD86 T0888838 3C44 49682 � l07 0 DOOR PANEL INTERIOR ASTRAGAL 8083 -T5 F+-1 —.125 J 1261 R 750 - " - 883 TRUSS CLAMP 8083 -T5 5.459 6.085 �» ---� -- 3.100 ---j SL HEADER 6Q 6063-T6 j-•—.558 318' GLAZING BEAD 8053 -T6 J I .050 90707»OGyDRiVE NOKoma RUM; P.O. 89K 1529 NOKOMIS R. 34273 �1 sL SILL 6083 -T8 P1/2.-9T r 7/16° GLAZING BEAD 72 6083 -T5 EXTRUSION PROFILES lit 6.212 C DOOR FRAME, JAMB 8063 -T8 -0-1.578 1-1.4aol .050 3.000 62 SL JAMB 6083 -T8 SL JAMB 6B ADAPTER 6063-T8 ALUM. FRENCH DOOR & SIDE LITES, IMPACT 1 M 7 d 10 �� 11005-1 B 1.620 250-1 h^" WEATHER R 37 STRIP CHANNEL 8083 -T5 HINGE 6083 -T5 A / t 0.375 .125 Approved es eompthhtg with the EYortda Hauling Code Dee coe—T t &12427 NOAH 4x70-64 7 IVEsu ei Dade P1odoet L asiah• rt L Clark P.E. PE & smaawrat z • • d •••••4 • • • s • i Nos Sr FJC PA: FJC Skis mow SWOT thaw 7 • / t Ks•X •• ii • `• • ti • • \ • • • • • • \ • • • > Ritebbsc B RY ••s A thisksdus z • p . • • NS • 1 • •- • • • • a • e • • •• • ••• ••• ••• • NOG1METt6SSHEET. a4 z • � S ▪ ••• • • SEE T 34•9HT.9 • • • *• • • *HEAD . • • • HEAD �? ' zOE � 1 Oxo N _ HEAD HEAD ZONE "D" ZONE "D" ■ J__ SILL SILL ZONE "D" T ZONE "D "__ HT SEE TABLE 4., S. 9 CHANGE l V A N C H O R A I F R O M 'S ASSAM TYPES crts I tw T> o WOVE FL 9Wd P.O. argon NOKOMIS. FL3 74 1 A < XXOOR oxx t , t • HEAD _ ZONE "E" I 0 SILL ,_,_,1 • ZONE "E" SEE TABLE 8., SHT. 9 W ZONE "0" E N o x 'ZONE "D" ZONE "E"' SEE TABLE 6., SHT. 9 HEAD HEAD I ZONE D" I ZONE � 1 Z I ZONE ZONE 1 `` SILL SILL SILL ` t ILL ILL 1-ZONE-}-- ZONE"F"� E � 1 ZONED ZONE "P' t }-ZONE-1— SU "�- ZQNE"F"� ZONE 4 SILL SEE TABLE 7.. SHT. 9 "E" SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 E' NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 314"1 UNIT, 71 3/4°W 'XX' DOOR WITH 19'W SIDE UTES (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 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114" MAX. FROM CORNERS AND 231/8 MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS AND 20 703" MAX. O.C. HEAD & SILL OF SIDE UTES: 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. nor ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE UTES IMPACT VW* Baur amisebsit FDi00 Ask este NTS 18 d 10 11005.1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A 19"x83 3/4" SIDE UTES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. • PLUS; B. 71 3/4" x 833/4" XX DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+8 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appmed as ewer a tt6 the Florida Date NOM _ Mia®i Dade t'eadnet t / / oxxo -JAMB 2 ti t Z 9WVP } \` t / I • *mo z • • d •••••4 • • • s • i Nos Sr FJC PA: FJC Skis mow SWOT thaw 7 • / t Ks•X •• ii • `• • ti • • \ • • • • • • \ • • • > Ritebbsc B RY ••s A thisksdus z • p . • • NS • 1 • •- • • • • a • e • • •• • ••• ••• ••• • NOG1METt6SSHEET. a4 z • � S ▪ ••• • • SEE T 34•9HT.9 • • • *• • • *HEAD . • • • HEAD �? ' zOE � 1 Oxo N _ HEAD HEAD ZONE "D" ZONE "D" ■ J__ SILL SILL ZONE "D" T ZONE "D "__ HT SEE TABLE 4., S. 9 CHANGE l V A N C H O R A I F R O M 'S ASSAM TYPES crts I tw T> o WOVE FL 9Wd P.O. argon NOKOMIS. FL3 74 1 A < XXOOR oxx t , t • HEAD _ ZONE "E" I 0 SILL ,_,_,1 • ZONE "E" SEE TABLE 8., SHT. 9 W ZONE "0" E N o x 'ZONE "D" ZONE "E"' SEE TABLE 6., SHT. 9 HEAD HEAD I ZONE D" I ZONE � 1 Z I ZONE ZONE 1 `` SILL SILL SILL ` t ILL ILL 1-ZONE-}-- ZONE"F"� E � 1 ZONED ZONE "P' t }-ZONE-1— SU "�- ZQNE"F"� ZONE 4 SILL SEE TABLE 7.. SHT. 9 "E" SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 E' NOTES: ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 314"1 UNIT, 71 3/4°W 'XX' DOOR WITH 19'W SIDE UTES (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 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 13114" MAX. FROM CORNERS AND 231/8 MAX. O.C. HEAD & SILL OF DOORS: 8" MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS AND 20 703" MAX. O.C. HEAD & SILL OF SIDE UTES: 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. nor ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE UTES IMPACT VW* Baur amisebsit FDi00 Ask este NTS 18 d 10 11005.1 EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A 19"x83 3/4" SIDE UTES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. • PLUS; B. 71 3/4" x 833/4" XX DOOR ZONE "P ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+8 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appmed as ewer a tt6 the Florida Date NOM _ Mia®i Dade t'eadnet TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE • • •••• WIDTH x HT. ••••87.7 • 91.7 • 95.7 29.50 x 79.7 83.75 87.7 91.7 95.7 31.50 x 79.7 83.7 87.7 91.7 05.7 33.60 x 79.7 83.7 87.7 81.7 85.7 35.50 x 79.7 03.76 87.75 91.75 95.7 2,3, WOOD LOAD ZONES O ©0© fl 0©!E3 Manna nnrinni Ei21QO©RJ u1IIO©13 0© ©0© ODDO©© O©n0©© 0©n0©© 0©u0©© lOnfsbox 1,2, CONC b 6 5 OOQOOn Con00[31 C]afi0©ll Q© 10 BEM BB 10 Kipp 37.50 x79.70 ©QO ©Q 531 1301011313131 87.75 BB 10 0 ©Q 81.76©© 10 PM 95.75 7 3 10 4 3 5 TABLE 4. XX DOORS (ALSO X DOOR OF XO & GLASS TYPES A, B, C, D ANCHOR TYPE _ _ .- -- A, , - - & SUBSTRATE DOOR WIDTHS '90N - 47.76 TO 71.75 a • • 4 9 )) of a SII 0 • • • 1:I5114 x HT. rr75 x 79.75 • •• 83.78 • • • . •• 87.75 91.75 95.75 '6176 x 7975 • • • 83.75 • 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 85.75 59.75 x 7975 83.75 87.76 91.76 95.75 83.75 x 79.76 8315 87.75 91.75 85.75 67.76 x 79.75 83.75 87.75 91.76 95.76 71.76 x 79.75 83.75 87.75 91.75 95.76 aeoe FX sW1SW 9 NOC ANGE M39tVAT. 9 4 3 10 4 3 10 fi 3 aesdEte G•e li••iam A90141801ASE TAME 6TO TABLE 4,TA MAMBA TABIE & MAD ZONE AK 8+44f97 A 'L"T0'D'ANDCOW911 REFERENVA A00 ,Td'70AN19lDRTYPEa TABLE 5.0 SIDE LITE GLASS ANCHOR TYP & SUBSTRA "0"- 10.7. TO 36.7 ,3. WOOD B. C, D 12 CONC LOAD ZONES WID114 x HT. 10.78 x79.7• 33. 87.75 91. 95. 12.75 x 79.75 83.7• 87.7. m 2 91.7 95. - 4 19.00 x79. - ` 2 4 2 53.7. 87. 4 2 4 2 91. 95. 21.75 x79. 2 83.75 , 2 . 87.7. 91.7 © 2 4 2 95. 27.75 x 79.75 83.7 87.70 91. 0 95.. 36.13 x79. •. 83.7.: 81.. 95.70 36.75 x79. 83.7." ' 3 4 ` 87.7 91.7- 95.7 -. 7 3 4 3 4 1 4 1 IWO 7ECHNOLOAY DRIVE ?MOM FL $era P.O. BOXIW9 NOseass4 FL 3e74 TABLE 6. XO & OX GLASS TYPE - ANCHOR TYP & SUBSTRA a SIDE LIVE WIDTH x HT. 10.75 x 79.7 83.7 87.7 91.7 95. 12.75 x 79. 83.7 87.75 91. 96. 19.00 x 79.7 83.7 87.7 91.7 95.7 21.75 x 79.7 83.7 87.7 91.7 95.7 27.76 x 79.7 83.75 87.7 91.7 95.7 38.13 x 79.7 83. 877 91. 95.7 1 Better 2,3, WOOD LOAD ZONES a 4 2 0 2 fl fl Q 2 0 2 Q 2 Q 3 fl 3 3 fl 0 3 0 3 fl3 fl3 ©3 a 3 © 0 3 [� 0 4 © 5 © 6 38.75 x79. .0 4 83.7 -04 87. -Q5 91.75E1 5 95.7.7 6 addrdA 0 2 1,2, CONC 4 2 4 2 42 4 2 4 2 4 2 W 4 2 4 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 xa s FD101 NA , x TABLE 7. OW XXQ, Q & OXXO GLASS TYPES A, B. C, D ANCHOR TYPE & SUBSTRATE POOR WIDTH8 "X° - 25. TO 37. SUN UTE WIDTH x HT. 0 1 0.75 x 79.75 4 83.7: 4 87.7•. 4 91.7 4 95.7• 4 12.75 x 79.7•- 4 83.7; 4 87.7• 4 91.7• 4 95.7. 4 18.00 x79.7 4 83.7 4 87.7:. 4 91.7. 4 95.7 • 4 21.76 x79.7• 4 83.7 4 87.7 4 91.7• 5 95.70 5 27.75 x79.7= 5 83,7 5 87.7 6 91.7 8 95.7 8 3913 x79.7 6 83.7 6 87.7• 7 91.7. 7 95.7. 7 38.75 x797 6 83. .6 87.7 7 91. •. 7 95.:: 7 T ANCHOR QUANTITY LOAD ZONE TABLES ALUM. FRENCH DOOR & SIDE LJTES, IMPACT 9 of 10 11005-1 aer B APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2.1/4° ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (GM 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved sr complying with the Florida suitlq Code Us. b .T !P1 ?* 7 MAP "17.- .?f, 4? MCI Dade Pradeet Combat Clark, P.E. #31712 Strueuaat 1 3/8° MIN. EXT. 2X WOOD . ...,_1 314" BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 MIN `' E.D. y. 1X WOOD ; +�.• :, BUCK, NOTE 2 I ; ;; • 4: • • • TIME 2 OR 3. • %OTCI ...monism (WOOD) • • • • • • • 1 318• •:•.d4i' MAX. atom 1 MIN. • •• • • •4D • ANCHOR ••••os • N . • TYPE • i 430CIR3, NOTE 1 maser DOOR JAMB (WOOD) Awed* MA AIS 8!1&W wild* Dshr FK _ M407 FFJG 242107 2X WOOD BUCK, NOTE 2 1/4° MAX. SHIM WOOD ANCHOR • •• • ••• •• • •• ••QONC ( ANCHOR ON gl CENTERS, NOTE 1 Ext. 1X WOOD BUCK, NOTE 2 WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 Itedasar 1/4 MAX. T ' SHIM 3/8" MIN. Asdrast B ND CHANGE THIS NEAT. DOOR HEAD (CONC) 1/4° MAX. .. SHIM , Affignw BPER TYPE 1&2 BAWL Oti COM. OEMS, SPEC. TYPE2 &9ONWOOD A DETAN* ADD ANCHOR TYPO TON07E CfrookadlAt J 6Q1R17 I 1 3/8 TYPE 1 1 314" TYPE 2 CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 NOTE 3 /4" MAr T 1 3/8" TYPE 1 • 'Z 13/4° TYPE 2 3.4 KSI MIN. CONC. f 2X WOOD BUCK, NOTE 2 IN. E D. DOOR SILL (WOOD) DOOR SILL (CONC) 2X WOOD BUCK, NOTE 2 1070 TECHATILOGY DRAM NOM" FL 34773 P.O. 8OX 1&78 ti* OA09; PL 34374 1 3/8' MIN. ZX WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 3.41(51 MIN. CONC. 1 3/8" MIN. 1/4° MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 • ANCHORAGE DETAILS 1 1/4' TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE HEAD (CONC) 1 314" TYPE 2 (GONG) 1 1/4" TYPE 1 OR 2 (CMU) 114" MAX SHIM 1/4" MAX SHIM 1 3/8" TYPE 1 (CONC) 13!4" MIN. E.D. 1 3/8" MIN. i�►`„ •. 13/4 "'TYPE 2 (CONC) ■ ■rl ANCHOR, . ^ 13/4° CONC. MIN. E.D. NOTE 1 • •4 3/ MIN. E.D. • ~ • —L 2X WOOD 1.5 KSI MIN. CMU OR 3.4 KSI MIN. GONG. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 � � NOTE 1 1/4" MAX. SHIM J � 3/4" . f PE 2 I. 13/4" MIN. E.D. SIDE LITE SILL (CONC) t 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 -11.EX ANCHORS EMBEDDED 1 318" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS 71-IAN 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 - METALUC 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. ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD1o1 NTS 10 d 10 11005 - B SHIM CONC. ANCHOR, NOTE 1 1/4" MAX. 1.8 KSI MIN. CMU OR 3.4 KSI MIN. CONC. •;• • 1314" MIN. E.D. ;1. Robot 1. Clark, RE. PE 038712 Structural 1 3/8" TYPE 1 1 3/4" TYPE 2 f Approrcd as eun,p:.: g n i1U Qt¢ Florida Binding Cale Date D47 2007 • Maori I, CL4.1 L Suva I ri I Jf -./r ,IPUANCE WITH ALL FEDERAL ■TY RULES AND REGULATIONS Miami Shore #4,(111i A A8 I APPROVED) 'ZONING DEPT I BLDG DEPT EXIS11NG STUCCO TO REMAIN EXISTING STUCCO RELIEF DETA., TO REMAIN EXLSTINO TIE -BEAM, TO REMAIN NEW PTD. STUCCO FINISH TO MATCH EXISTING NEW 3.4 MIN. KSI CONCRETE BEAM (2)88 REBAR REINFORCING } TAPCONS, T EMBED @ 18' O.C. EXISTIN©1 -STORY CBS RESIDENCE AT 10278 NE 12TH AVE, MIAMI SHORES EXTERIOR e rM Nac� 1X P.T. WOOD BUCK SEALANT NEW FRENCH DOORS ■ SCALE 1 irt=i' ° DOOR HEAD DETAIL KEY PLAN SCALE 1132N4-0' INTERIOR 130'-0' LOCATION OF NEW DOORS EXISTING STUCCO TO REMAIN AND BE REPAIRED AS NECESSARY NEW PAINTED STUCCO TO MATCH EXISTING EXISTING STUCCO TO REMAIN AND BE REPAIRED AS NECESSARY EXISTING STONE CLADDING TO REMAIN EXISTING STUCCO FINISH TO BE REPAIRED AND REPAINTED AS NECESSARY INTERIOR 4. V.I.F F fERIOR DOOR SILL DETAIL SCALE 1 11/7a1'-0° NEW PAINTED STUCCO TO MATCH EXISTING NEW 3.4 MIN. KSI CONCRETE COLUMN 1X P.T. WOOD BUCK NEW FRENCH DOORS LINE OF STEP -DOWN BELOW NEW PAINTED STUCCO TO MATCH EXISTING EXISTING NORTH GARAGE ELEVATION SCALE. 114"Mc0" .NEW REINFORCED CONC.BEAM • NEW FRENCH DOORS - •SEE DOOR NOTE FOR SPEC AND. NOA • NEW REINFORCED CONC. COLUMNS AT . DOOR OPENING. • LINE OF EXISTING GARAGE FLOOR; BEYOND • PROPOSED NORTH GARAGE ELEVATION SCALE U4"=1'� DESCRIPTION OF WORT( ...... a,.. . ....................�.......... sue. 2. NOA807.0829.10, MAX PRESSURES = +78.01 -78.0 LEVY ARCHITECTURE +DESIGN Raphael Levy AR94779 Registered in Florida (347) 291-7058 levy.raphael@gmall.com NEW DOORS FOR LEVY RESIDENCE 10276 NE 12TH Ave Miami Shores, Florida Project No.: 1006 Date: 12/1/10 Sheet A -1 EXISTING GARAGE GARAGE PLAN SCALE: 114-1'0 - NEW IMPACT RESISTANT FRENCH DOORS SCALE 318^.1'- DRILL #5 REBAR W /HILT! C-100 SYSTEM OR SIMILAR EXISTING CONC. TIE -BEAM NEW 8'X1G1' CONC. BEAM EL NW I BTM OF BEAM f2) 05 REBAR #8 REBAR IN FILLED CELL, 300IIPSI GROUT LEVY ARCHITECTURE +DESIGN Raphael Levy AR94779 Registered in Florida (347) 291 -7056 Levy aphael@gmaf com NEW DOORS FOR LEVY RESIDENCE 10276 NE 12TH Ave Miami Shores, Florida Consultants Revisions A ° x COMMENTS Pitied No.: 1006 Date: 1211110 APPROVED STATE AND COUNlY Miami Shores Village BY ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL ROM& EXISTING 1-STORY CBS RESIDENCE AT 10276 NE 12Th AVE MIAMI SHORES DATE AND REGULATIONS, r V.LF. SCALE I 1/2*-1 2,3 DOOR HEAD DETAIL • •• • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ■ • • • • • • • • • • • • • • ••• • • • , • ••• • • 6• • •• • • • • • • S. • • • • • • • • • • • • • 555 ••• 1311-0" • 4+ • • • • r OS • • • • ••• • :::: • LOCA ION D00 47:111 : 4 • • • • Dame STUCCO TO REMAIN AND BE REPAIRED AS NECESSARY EGSTNG STUCCO FINISH TO BE REPAIRED AND REPAINTED AS NECESSARY EXISTING O REMAIN EXISTING STONE CLADDING TO REMAIN EGSTNG STUCCO FINISH TO BE REPAIRED AND REPAINTED AS NECESSARY INTERIOR EXTERIOR DOOR SILL DETAIL SCALE: I itr.v-o" 11 , //// //,/ //'/ "A -; • 4//, // ' NEW PAINTED STUCCO TO MATCH EXISTING - NEW 3.4 MIN. KSI CONCRETE COLUMN (2) #5 REBAR REINFORCING 1X P.T. WOOD BUCK NEW FRENCH DOORS LINE OF STEP-DOWN BELOW NEW PAINTED STUCCO TO MATCH EXISTING EGSTNG FIAT ROO - EXISTNGSTONE • CLADDING TO REMAIN .---. EXISTING STUCCO A • TO BE REPAIRED AND I REPAINTED AS REQUI EXISTING WOOD L - EXISTING CMU WALL1 TO BE DEMOUSHED TO BE DEMOLISHED ExISTNG DOOR TO I REMAIN • LINE OF EXISTING GARAGE FLOOR, BEYOND. EXISTING NORTH GARAGE ELEVATION SCALE 114 PROPOSED NORTH GARAGE ELEVATION SCALE: 110.1'41° DESCRIPTION OF WORK INSTALLATION OF NEW IMPACT RESISTANT FRENCH DOORS AT AN EXISTING LOUVER LOCATION ON THE NORTH EXTRERIOR WALL OF THE EXISTING GARAGE. PERMIT NOTES 1. ALL NEW WORK TO COMPLY WITH FLORIDA EXISTING BUILDING CODE 2007, ALTERATION LEVEL 2. 2. THESE PLANS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, RESIDENTIAL 2007. DOOR NOTES 1. NEW IMPACT RESISTANT DOUBLE FRENCH DOORS SHALL BE POT WINGUARD ALUMINUM FD 101, WITH CLEAR GLASS AND WHITE FINISH. 2. NOA507-0829.10, MAX. PRESSURES= +75.0 / -75.0 LEVY ARCHITECTURE +DESIGN Raphael Levy AR94779 Registered in Florida (347) 291-7058 levyraphael@gmail.com NEW DOORS FOR LEVY RESIDENCE 10276 NE 12Th Ave Miami Shores, Florida Consultants Revisions P No.: 1006 Date: 12/1/10 Sheet A-1 ir - , I i tewArdsraamorwAmi / \ ----, ,,, gleemssoceror ' 151 JIIIIMINWINGWIRMINIMMININIM UNIEWIP1512/4051111WWW1 pausommisiesommomeme iMARIMIAMIRTZWiTiMIIIGIMIIIIII m g PIIMINISIEVASIMEMINEMEM • / / / APPROVED STATE AND COUNlY Miami Shores Village BY ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL ROM& EXISTING 1-STORY CBS RESIDENCE AT 10276 NE 12Th AVE MIAMI SHORES DATE AND REGULATIONS, r V.LF. SCALE I 1/2*-1 2,3 DOOR HEAD DETAIL • •• • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • ■ • • • • • • • • • • • • • • ••• • • • , • ••• • • 6• • •• • • • • • • S. • • • • • • • • • • • • • 555 ••• 1311-0" • 4+ • • • • r OS • • • • ••• • :::: • LOCA ION D00 47:111 : 4 • • • • Dame STUCCO TO REMAIN AND BE REPAIRED AS NECESSARY EGSTNG STUCCO FINISH TO BE REPAIRED AND REPAINTED AS NECESSARY EXISTING O REMAIN EXISTING STONE CLADDING TO REMAIN EGSTNG STUCCO FINISH TO BE REPAIRED AND REPAINTED AS NECESSARY INTERIOR EXTERIOR DOOR SILL DETAIL SCALE: I itr.v-o" 11 , //// //,/ //'/ "A -; • 4//, // ' NEW PAINTED STUCCO TO MATCH EXISTING - NEW 3.4 MIN. KSI CONCRETE COLUMN (2) #5 REBAR REINFORCING 1X P.T. WOOD BUCK NEW FRENCH DOORS LINE OF STEP-DOWN BELOW NEW PAINTED STUCCO TO MATCH EXISTING EGSTNG FIAT ROO - EXISTNGSTONE • CLADDING TO REMAIN .---. EXISTING STUCCO A • TO BE REPAIRED AND I REPAINTED AS REQUI EXISTING WOOD L - EXISTING CMU WALL1 TO BE DEMOUSHED TO BE DEMOLISHED ExISTNG DOOR TO I REMAIN • LINE OF EXISTING GARAGE FLOOR, BEYOND. EXISTING NORTH GARAGE ELEVATION SCALE 114 PROPOSED NORTH GARAGE ELEVATION SCALE: 110.1'41° DESCRIPTION OF WORK INSTALLATION OF NEW IMPACT RESISTANT FRENCH DOORS AT AN EXISTING LOUVER LOCATION ON THE NORTH EXTRERIOR WALL OF THE EXISTING GARAGE. PERMIT NOTES 1. ALL NEW WORK TO COMPLY WITH FLORIDA EXISTING BUILDING CODE 2007, ALTERATION LEVEL 2. 2. THESE PLANS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, RESIDENTIAL 2007. DOOR NOTES 1. NEW IMPACT RESISTANT DOUBLE FRENCH DOORS SHALL BE POT WINGUARD ALUMINUM FD 101, WITH CLEAR GLASS AND WHITE FINISH. 2. NOA507-0829.10, MAX. PRESSURES= +75.0 / -75.0 LEVY ARCHITECTURE +DESIGN Raphael Levy AR94779 Registered in Florida (347) 291-7058 levyraphael@gmail.com NEW DOORS FOR LEVY RESIDENCE 10276 NE 12Th Ave Miami Shores, Florida Consultants Revisions P No.: 1006 Date: 12/1/10 Sheet A-1 Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,479 Lot Size: 12,220 SQ FT Year Built: 1949 $50,000/ $313,279 5 53 42 MIAMI SHORES City: SEC 8 REV PB 43 -67 Legal LOT 2 BLK 175 LOT Description: SIZE IRREGULAR OR 20480 -4430 06 2002 1 COC 24921 -4992 08 2006 1 Year: 2010 2009 $754,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Sales which are qualified Value: Value: Regional: $50,000/ $313,279 $50,000/ $395,420 County: $50,000/ $313,279 $50,000/ $395,420 City: $50,000/ $313,279 $50,000/ $395,420 School Board: $25,000/ $338,279 $25,000/ $420,420 Sale Date: 8/2006 Sale Amount: $754,000 Sale O /R: 24921 -4992 Sales $216,782 Qualification Sales which are qualified Description: SHORES FL View Additional Sales Folio No.: 11- 3205 - 019 -0020 Property: 10276 NE 12 AVE Mailing RAPHAEL LEVY Address: $216,782 $231,382 10276 NE 12 AVE MIAMI $363,279 SHORES FL Assessed Value: 33138 -2633 Year: 2010 2009 Land Value: $146,497 $214,038 Building Value: $216,782 $231,382 Market Value: $363,279 $445,420 Assessed Value: $363,279 $445,420 Year: 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: YES YES Property Information Map Property Information Map Aerial Photography - 2009 This map was created on 12/16/2010 4:37:14 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. My Home Miami -Dade County, Florida 116 ft Summary Details: Page 1 of 1 Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: http : / /gi sims2. miamidade. gov /myhome /printmap. asp? mapurl =http : / /gisims2. miamidade. g... 12/16/2010 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 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 12/14/2010 : Yes Comments: Folio Number:1132060143430 Owner's Name: TONI LOCKHART Job Address: 925 98 Street Miami Shores, FL Owner's Phone: (786)564 -5796 Total Square Feet: 32.5 Total Job Valuation: $ 800.00 Contractor(s) BISCAYNE AWNING & SHADE CO INC Phone (305)577 -0042 Primary Contractor Yes I Permit No: 10-y4.2 Job Name , 2010 Norman Bruhn CBO 305 - 795 -2204 Building Critique Sheet Miami Shores \/iIIage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 f /-O d ) 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. 12/10/2010 16:47 FAX 1 800 685 7530 TRANSMISSION OK * * * ** * * ** * * * * * * * *** ** * ** TX REPORT * ** * ** * *** * * * * * * *$$$$$$$ TX /RX NO 0863 RECIPIENT ADDRESS 93058640480 DESTINATION ID ST. TIME 12/10 16:46 TIME USE 00'55 PAGES SENT 1 RESULT OK Permit No: 10 - Job Name 14 _,. 12010 Building Critique Sheet DATA SCAN FIELD SERVICES V1001 ,4 (fide- 11, ter, /G Gc ll'�i.�.ti,,.,� �/P f ;"( M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ra 5 C5 W(6 0 'Mr THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE 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 INSURANCEAFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTOALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TR ADM NSW TYPF nF INSHRANCF POLICY NUMBER POLICY EFFECTIVE DATF /MM /DD/YYYYI POLICY EXPIRATION nATF IMM/norrrr I LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY AGP00053 10/01/2010 10/01/2011 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PRFMICFS (Fa ortnt ranca) $ 100,000 CLAIMS MADE X I OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE $ 2,000,000 UMIT APPUES PER: PRODUCTS - COMP /OP AGG J 2,000,000 TI AGGREGATE % I POLICY I I . I I LOC 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) $ GARAGE LIABIUTY ANY A U T O AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ 7 OCCUR f CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION EMPLOYERS' LIABILnY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below I T WCV STATU- I I OT H- E.L EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY UMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 Phone: I Fax: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 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. /(`/�wJ`/ 4;,....... AUTHORIZED REPRESENTATIVE /09 .>aw � C CERTIFICATE OF LIABILITY INSURANCE PRODUCER Elite Insurance Services, Inc. 6407 Parkland Dr. Sarasota FL 34243 941- 925 -2990 INSURED American Constrution & Repair LLC 9300 W Bay Harbor Drive Bay Harbor Islands FL 33154 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 INSURER A: Accident Insurance Company INSURER B: INSURER C: INSURER D: INSURER E: DATE (MMIDD/YYYY) 03/07/2011 NAIC a� COVERAGES CATE HOLDER ACORD 25 (2009/01) CANCELLATION The ACORD name and logo are registered marks of ACORD ©1988 -20 9 ACORD CO PORATI All rights reserved. THIS IS TO CERTIFY THAT 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 TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY I -IAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUER WVD POLICY NUMBER POLICY EFF (MM/DDPYYY) POLICY EXP JMM/DDIYYYY) LIMITS NAIC N GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY INSURED Progressive Employer Management Company, Inc. Progressive Employer Management Company II, Inc. 6407 Parkland Dr Sarasota FL 34243 INSURER C: INSURER D: I EACH OCCURRENCE $ PREMISES (Ea $ CLAIMS -MADE I I OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENT. AGGREGATE LIMIT APPLIES 7 POLICY P i TA PER LOC PRODUCTS - COMP /OP AGO $ $ AUTOMOBILE - LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON -OWNED A n COMBINED SINGLE OMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per a:xadent) $ PROPERTY DAMAGE (er sccdent $ $ $ UMBRELLAUAB EXCESSLIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ S S A WORKERS COMPENSATION AND EMPLOYERS LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONSoeiow N/A WCPE0000005401 - 11/1/2010 11/112011 i WCSTATU TORY LIMITS 0TH• ER E. L. EACHAiX:IDENT $ 1,000,000 E. L. DISEASE - EA EMPLOYEE $ 1_)01000 $ 1,000,000 E.LDISEASE - POLICYLIMIT DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Coverage Provided for all leased employees but not subcontractors of: American Construction & Repair Client Effective: 11/1/2010 fax to 305 - 756 -8972 and 305- 864 -0480 CERTIFICATE HOLDER CANCELLATION 6111 Miami Shores Village Building 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 v� Glen J Distefano w/ A ° CERTIFICATE OF LIABILITY INSURANCE I DATE 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 Alliance Insurance Solutions LLC PO Box 1777 St Petersburg, FL 33731 __ CONTACT NAME: PHONE (A/C. No. Ert)• 727 -497 -1247 FAX (Arc. Not 727 - 497 -1280 E -MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC N INSURER A: SUNZ Insurance Company INSURER B: 34762 INSURED Progressive Employer Management Company, Inc. Progressive Employer Management Company II, Inc. 6407 Parkland Dr Sarasota FL 34243 INSURER C: INSURER D: INSURER E : INSURER F : From: COVERAGES ACORD 26 (2010106) CERTIFICATE NUMBER: CERT NO.: 9664266 C]IENT CODE: ?EMCO Michele Souders 3/7/2011 6:06:01 AM ?age 1 of 1 03/07/2011 09:05 #832 P.001 /001 REVISION NUMBER: ) 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD