Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
WS-10-2194
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 167238 Permit Number: WS -12 -10 -2194 Scheduled Inspection Date: March 25, 2013 Inspector: Bruhn, Norman Owner: CONDO, SHORES PLAZA EAST Job Address: 725 NE 91 Street BLDG D Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: THE COMPANIES OF R &S INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 113206044001 Phone: 305 - 256 -6666 Building Department Comments INSTALLATION OF 24 WINDOWS AND 1 DOOR IMPACT AS PER LETTER SENT FROM CONDO, OK TO APPROVE 180 DAYS EXTENSION 9/2/11 EXTEND PERMIT TILL 7/31/2012 03/01/2013 - PERMIT RENEWAL PER B.O. NORMAN RRI II-1N NFW FXPIRATIflN IlATF APRII 4, 2018 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154203. ENTRY DOOR MUST BE OPERABLE WITHOUT SPECIAL KNOWLEDGE NB March 22, 2013 For Inspections please call: (305)762 -4949 Page 10 of 48 15co 1111111 111111111111111 11111 11111111110111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO 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. 1. Legal descri f pro and stree 15 t- z. Of- CFN 2013R0172630 OR Bk 28516 F's 0276e (1ps) RECORDED 03/05/2013 1334:43 HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of rec.° 2. Description of improvement 3. Owner(s) name and address: ' '7 N 611 S interest in property: Name and address of fee simple titleholder 5-4*.k2, 40 4. Contractor's name, address and phone number "Tek'i_. ek- ?...5k 5 8 "I ir 125\ 'No-sr 0-s- .2.5kP (1p Ca Co Co 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 3‘U, 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 CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CO, MENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. Fi°7l7oi°UNY OF r/DIrector/Partner RilFthatsa tie Prepared' , ,.,i D D ° Print Name , A. l',„4.11-erallrAllt, Title/Offi tiAR RUV1 CLERK'd fie ed before me this day o Signature(s) of_Ownef(syo e • _ • • • 4: • • Preparedt. Print Name C1-4 PL-0 Title/office er4-ssINL-11- STATE OF OF FLORIDA COUNTY OF MIAMI-DADE The fo inn 1 men w BY " Individually, or C:1 as for Personally known, or DI produced the following type of identificati Signature of Notary Public: Print Name: 4 e --PM" (SEAL) VERIFICATION PURSUANT T • SEC ON 92.525-FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. 11111:1111.01111Marrat 7.,71.411111/1113„3„10, "-MI Waliffir '44" . '*" ' I 401IiIiillIralti '' ' ' . ' 'IT • : ' , * t. My Comm. Expires Sep 23, 2015 Commission # EE 128810 , '' , ''''''''''" Bonded Through National Notary Assn. Signature(s) of • AI: • Owne s By zed Officer/Director/Partner/Manager who signed above: By dibl11.:623 34310 _ 470, z_o 8 -Po E_ loco mi..841-4)t_100(e) OE- 1111111 11111 1111 1 11111 1111111111 11111 1111 1111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. 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. c :FN 201380172630 OR Bk 26516 Ps 0276 tips} RECORDED 03/05/2013 13:34 :43 HARVEY RUVINF CLERK OF COURT MIAMI- -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of reco . ng o r ce i Legal a crl • . • . • f . ro .. _ d street! dress � r 723 �k 1 2. Description of improvement: 3. Owner(s) name and address: 5-40114-;-S pl.A err. -.mac, o`t SLR.}. .} M,S tJ,c-t..33`3e Interest in property: Name and address of fee simple titleholder: S kk' 4230 4. Contractor's name, address and phone number: 7; -1. C 014PP$ —' V S x',-11S-9v. a cl °e'r- 30/5-2.54> —4 Co Co Co 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 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 CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE Co - MENCING OR RECORDING YOUR NOTICE OF COMMENCEMENT. 0 t P TATE OF FLORIDA, COUNTY OF i Print Name r/Director/Partner/t ,,, y CER�fY thaf its a trtiB _a Prepared rl, I.i «con. v ,�•�' "" s��11 rte —'-.r _Officia • RN K • 1: arty Signatures) of_Qanrner(ser3wiara Prepared =�= Print Name . (1,0 S ^1,-A- Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo By Individually, or ❑ as for Personally known, or ❑ produced the following type of identification Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92JFLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. s• i 'amen w:- .�� f I »!aged before me this day o Signature(s) of By A236:11-52 AGE 3N0 Owns 11• • 111111311k • My Comm. Expires Sep 23.2015 ;'",ei o° Commission # EE 128810 %°!,`.°o's Bonded Through National Notary Assn. zed Officer/Director/Partner/Manager who signed above: By 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 FBC20k BUILDING Permit No. PERMIT APPLICATION Master Permit No.LLtS i t,J -'a) t c! ` Permit Type: *- BUILDING ROOFING JOB ADDRESS: `3' S q 1 S-1 City: Miami Shores County: Miami Dade Zip: 3 ' 1 �9.) Folio/Parcel #: Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): SOP CA-2A Lo r ci d ( Phone #: 3� r c1 ` Address: ?[-{ f`{ 1 ( City: kjk \ P■- .`k S d 0-E-% State: U%0. Zip: 3 1 32) Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: ¶k— d�� ©� o ° Address: € 7l 3 S L 1 ack f Phone #: 36 2"C t-e — City: tJok i State: -EL.A.) 2 - Zip: 3 3 i'i co Qualifier Name: �1 �� T- Otiw tM Phone #: State Certification or Registration #: ' 6, b 1 7 Certificate of Competency #: Contact Phone #: Email Address: _ DESIGNER: Architect/Engineer: o �' �°' Phone #: 7 C3 c' --;141 - 9 `f ° 1 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ONew ORepair/Replace Description of Work: F�s\i4�,i'i D(2. KC AP Color thru tile: ODemolition ...................................F. ............................................ ees Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 donein compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property 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. Owner or Agent The foregoing instrument was acknowledged before me this 13 day of 2013 , byC CZA "CALAVf_1?. who • ersonally known e or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY ,13 ,%„ ._ Sign Contractor ginstrument was acknowledged beore me this /1/71-1/1 20 (3 ,by i-DiAtit atoAati, Th day ofiZ a who s ersonally _cno o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: f J Plans Examiner Structural Review Sign: Print: PRY My Commission Expires: °, , , ;o� EXPIRES: January 10, 2017 Y P rsCFa. Baldedtlxu 8lidPiNablY s (woof /01A/7 (Revised 5/2/2012XRevised 3/12/2012) )(Revised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007) Zoning Clerk FEB 1 I, DEPARTMENT OF REGUL xstra\ • MIC ESO BOARD AND CODE ADMINISTRATION DIVISIO NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors, Inc. 10100 N. W. 25th Street Miami, FI. 33172 SCOPE: 013 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sov /economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "450" Aluminum Outswing glazed Doors w /wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6 and 7 for unit sizes Vs lock options, mullion type, sidelites, glass types and anchors. 2. For mulled units lower design pressure of doors or mullion shall control for entire assembly. 3. Exterior Design Pressure= +100 PSF Max w/ threshold (sill type S -O). Sills (thresholds) types SS -1 & SS -2 are not rated for water infiltration. See thresholds (sills) limitations notes, in sheets 4 & 6 and glass type A 1 (muntin) limitations notes, in sheet 6. 4. Narrow stile sidelites are limited to 18" or less. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises # 11- 1025.02 consists of this page 1 and evidence pages E -1& E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 12-0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 11- 1025.02). 2. Drawing No.W9 8-01, titled "Series 450 outswing Doors & Sidelites ", sheets 1, 1.1, 1.2, 2, 2.1, 2.2, 3, 4, 5, 6, 7 and 7.1 of 7, prepared by manufacturer, dated 10 -20 -97 and last revised on JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 11- 1025.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94( +50.0 PSF, sill S -I only) 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, TAS 202 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing / Inswing door w /wo sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 0080 - 0304 -11 dated 11/28/2011 and HTL -0080- 0902 -11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report No(s) B- 5234.02- 450-18 dated 12/19/2011, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading 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, TAS 202 -94. Along with manufacturer's parts and section drawing marked -up drawings of aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL - 97055 (0080- 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202- 94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -01071 (0080 - 0402 -02) dated 04/01/2002 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu J. Abraham, P.E. (submitted in file # 09- 0723.04). Original tests conducted per SFBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. E -1 t civil Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Submitted under file # 11- 1025.02) 1. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 09 /09/11 and last revised on APR 24, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under file # 11- 1025.02) 3. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 08- 1224.04 issued to Solutia Inc. for "Saflex composite glass w/ PET interlayer ", expiring on 12/11/13. 3. Notice of Acceptance No. 11- 0325.05 issued to Solutia Inc. for "Saflex color & clear interlayer ", expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 10/16/12, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This NOA revises # 11- 1025.02, expiring on November 09, 2016. 2. Hardware cut sheets verified and marked -up by the Architectural Testing (former Hurricane Testing lab). 3. Test proposal # 10 -0940, dated 11/17/10 approved by BNC. E -2 is INA1 (, /OAK . haq L Chanda, P.E. Product Control Examiner NOA No 12- 0706.03 Expiration Date: November 09, 2016 Approval Date: October 25, 2012 nitIDUCT NEMO 01 with ibe Aar*. Millromarsibpirsoko paivvIvis itZ0-07,:0 .73( u s' TYPICAL ELEVATIO\S STEPS TO USE CHARTS SEE SHEETS 6 & 7. 6 7/Er LOCKING OPTIONS LH CONFIGURATIONS SHOWN RH SIMILAR NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL 74-1/2" FRAME WIDTH 11 1/4° AIN D.L OPG. D.L. OPG. WIDTH L./ 23-3/4' WIDTH 2/6 I- / / 3/0 35-3/4' \ N/ Alii \ ` ■ 41-3/4' 30-7/8' \ /j- \ \7/ ,..‘ 9/0 106-7/8' . . \ . \ \ \ \ . ■ Pfi PI Illi, / / / ( ACTIVE 106-1/2' INACTIVE ‘ \ \ . . ■ ■ \ . . 74-1/2" FRAME WIDTH 11 1/4° AIN D.L OPG. D.L. OPG. WIDTH NiF ILL OPG. 23-3/4' WIDTH 2/6 DTH / / 3/0 35-3/4' \ N/ Alii \ ` ■ 41-3/4' 30-7/8' W /j- \ \7/ ,..‘ 9/0 106-7/8' . . \ . \ \ \ \ . ■ Pfi PI Illi, / / / , / / / / / / / / ACTIVE 106-1/2' INACTIVE 6 7/8° AEI MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4' / / 3/0 35-3/4' \ N/ Alii \ ` ■ 41-3/4' 30-7/8' /. 1 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 112-7/8' 1 1 // / / // / / 1' ,l 1. / 106-1/2' /. ‘ \ \ . . ■ ■ \ . . ,, / / / / / / / / / / INACTIVE ACTIVE i)1 MULTIPLE SIDELITES AVAILABLE (SEE SHEET 6 NOMINAL PANEL WIDTH DOOR/SIDELITE PANEL WIDTH D.L. OPG. WIDTH 2/0 23-3/4' 12-7/8' 2/6 29-3/4' 18-7/8' 3/0 35-3/4' 24 7/8° 3/6 41-3/4' 30-7/8' NOMINAL PANEL HEIGHT DOUR/SIDELITE PANEL HEIGHT D.L. OPG. HEIGHT 6/8 78-7/8' 66-1/2' 7/0 82-7/8" 70-1/2' 7/6 88-7/8' 76-1/2' 8/0 94-7/8' 82-1/2' 8/6 100-7/8' 88-1/2' 9/0 106-7/8' 94-1/2' 9/6 112-7/8' 100-1/2' 10/0 118-7/8' 106-1/2' 113-1/16" FRAME WIDTH 211Ith HINGES SEE SHEET 1.1 ////III / N /*/ N. \ \\ N. / N '7 /.% 4- ACTIVE FRAME HEIGHT = PANEL HEIGHT + 1-7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1-5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2-3/4" Engr: JAVAD AHMAD CIVIL FLA. PF 70582 C.A.Nt 538 J N 9 2012 revisions: E 10.16.06 F 07.10.09 11 10.25.11 1 04.23.12 J 06.29.12 LEGEND —0 — OUTSWING DOOR DETAIL — ITEM DESCRIPTION (see sheet 2 of 7) REV. PER BC00 COMMENTS UPDATED FOR 2007 FIX REV. PER HNC COMMENTS RE L PER PERA COMMENTS NO CHANGE THIS SHEET DWG. NO.: W98-01 k WINDOWS tSc DOORS 10100 northwest 25 street mioni, flotilla 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1 of 7 TYPICAL ELEVATIO \S LH CONFIGURATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) TRUE HORIZONTAL MUNTIN (1 OR MORE PER DOOR OR N SIDELITE PANEL) �t7 OPTIONAL TRUE MUNTINS DOOR OR SIDELITE FRAME HEIGHT = PANEL HEIGHT + 1 -7/8" (STD. THRESHOLD) FRAME HEIGHT = PANEL HEIGHT + 1 -5/8" (ADA THRESHOLD) FRAME WIDTH = PANEL WIDTH + 2 -3/4" CGI 3 POINT LOCK 12 1OA : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 108 : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK 8 REGENT COMMERCIAL or 3 POINT LOCK / / O ACTIVE I' / INACTIVE 12 RESIDENTIAL HARDWARE 10A 10AA 10B 10C & LOCC 10D & 10E 10 F DOOR HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 84" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 80.0 80.0 100.0 110.0 96 -3/4" 90.0 90.0 100.0 110.0 100.0 110.0 65.0 65.0 70.0 70.0 90.0 90.0 108 -3/4" - - 100.0 110.0 100.0 110.0 - - - - 90.0 90.0 120 -3/4" - - 70.0 70.0 70.0 70.0 - - - - 70.0 70.0 1OA : COPPER CREEK W/ CGI 3 POINT 10AA : BALDWIN W/ CGI 3 POINT 108 : REGENT COMMERCIAL 3 POINT 10C : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100: DOR -0 -MATIC SERIES 1690 10E : JACKSON SERIES 2085/2065 1OF : SURFACE MOUNTED LOCK 8 REGENT COMMERCIAL or 3 POINT LOCK / / O ACTIVE I' / INACTIVE 12 RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HINGE LOCATIONS r NO. READ. MAX. SPACING ,.// / / / / 3 35 1/2" ABOVE 90 -3/4" UPTO 120' 4 44 1/2" \\ \ \ \\` \ \ \\ 10B I / / / I / M I • \`\ \ ACTIVE iL INACTIVE COMMERCIAL HARDWARE HINGE LOCATIONS MAX. DOOR HEIGHT NO. READ. MAX. SPACING UPTO 90 -3/4' 3 35 1/2" ABOVE 90 -3/4" UPTO 120' 4 44 1/2" DOORS WITH 3 HINGES LIMITED TO 100 PSF HARDWARE DESCRIPTION rz. : N r oe pay FIXED CGI DOORS (SEE SHEET 1) FIXED I \ I \\ I \ Liao a ea a a1\ Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 38 su =ia►4 'JigY>t LEGEND, -0 - OUTSWMNG DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 7) DWG. NO.: W98 -01 • MIL WINDOWS 8c DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.1 of 7 BULB VINYL CGI -382 3/16° ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090° SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS CD SIUCONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 3/16" HEAT STREN'D GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" HEAT STREN'D GLASS GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4" TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .075" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" SENTRYGLAS INTERLAYER BY 'DUPONT' 3/16" ANN. GLASS GLASS TYPE 'Al 1° OVERALL INSUL. LAM. GLASS SILICONE GE -1200 DOW 995 DOW 899 SIUCONE GE -1200 DOW 995 DOW 899 AIR SP CE CONSISTING OF SPACER; ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS. BULB VINYL CGI -382 3/16" ANN. GLASS .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS SILICONE GE -1200 DOW 995 DOW 899 GLASS TYPE '8' 7/16" OVERALL LAM. GLASS BULB VINYL CGI -382 1/8" OR 1/4° TEMP. GLASS AIR SPACE 3/16" ANN. GLASS .090° PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS GLASS TYPE '21' 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SIUCONE GE -1200 DOW 995 DOW 899 BULB VINYL CGI -382 .090 ALUMINUM SHEET 1/4° PLYWOOD .090 ALUMINUM SHEET a SIUCONE GE -1200 DOW 995 DOW 899 7/16" OVERALL COMPOSITE PANEL BULB VINYL CGI -382 .090 ALUMINUM SHEET 3/4" PLYWOOD .090 ALUMINUM SHEET 0 SIUCONE GE -1200 DOW 995 DOW 899 1" OVERALL COMPOSITE PANEL ;4 #!4e Herta ilkirsdoollues 3 I IN! Engr. JAVAD AHMAD CIWI,. FLA. PE # 70892 C.A.N. 3538 GLAZING STOP OPTIONS CGI -396 .050 672 N C9 .742 '-p -o- -3--.080 b- CGI -519 DOORS AND SIDEUTES CAN BE GLAZED USING SQUARE OR OGEE GLAZING BEADS /ADAPTERS DWG. NO.: W98 -01 • EL WINDOWS Sc DOORS 10100 northwest 25 street miami, florida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.2 of 7 74 1/2" (TESTED SIZE) 4 1/4" 3" 24" FRAME WIDTH 6" 3" 24" MAX. 4 1/4" S -0 35 -1/2" MAX. h rn PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE UMIT) - 132.0 PSF GLASS TYPE 'A' LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT 4 1/4" 38 9/16" FRAME WIDTH 24" H -0 MAX. CO HAGER SS HINGES CN co co M K / / \ / / ACTIVE io Engr JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 l O $ _— rrtb the t ikiiiftaseTanfze t0 DWG. NO.: W98 --01 • CG\ WINDOWS Be DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 I \ 24 3/4" / I / i / to : \ D.LO/ . / 12 6 �. \ \ \ PANEL HEIGHT , 12" MAX. ____ d ,.\\\ \\.. Iv ACTIVE INACTIVE \ IVI S -0 35 -1/2" MAX. h rn PANEL WIDTH LARGE MISSILE IMPACT MAXIMUM DESIGN LOAD RATING = + 100.0 (FOR SIZES SHOWN ABOVE OR SMALLER UPTO CODE UMIT) - 132.0 PSF GLASS TYPE 'A' LOCK OPTION 10AA CGI 3 POINT MECHANISM W/ BALDWIN SERIES 8200 DEAD BOLT 4 1/4" 38 9/16" FRAME WIDTH 24" H -0 MAX. CO HAGER SS HINGES CN co co M K / / \ / / ACTIVE io Engr JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 l O $ _— rrtb the t ikiiiftaseTanfze t0 DWG. NO.: W98 --01 • CG\ WINDOWS Be DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 1.3 of 7 N 74 1/2" (TESTED SIZE) 4 1/4" 3" 240 • FRAME WIDTH 6° 3" 24" MAX. 4 1/4" 4 1/4" ti a v 35 -1/2" MAX. 6" 24" 7 1/4" PANEL WIDTH DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( —) 96 -1/2" 74 -1/2" 70.0 \ / 84-1/2" / / / 7.4 10D OR 10E \ \ / \ I r k� -i CONCEALED VERTICAL ROD \ \ PANEL HEIGHT 12" MAX. 1--� k� WV / ri rr / / / / ACTIVE ACTIVE a v 35 -1/2" MAX. 6" 24" 7 1/4" PANEL WIDTH DOORS LOAD CAPACITY — PSF FRAME HEIGHT FRAME WIDTH EXT.( +) INT.( —) 96 -1/2" 74 -1/2" 70.0 70.0 84-1/2" 74-1/2" 80.0 80.0 DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. QUALIFIED WITH ALL GLASS TYPES SHOWN ON SHEET 1.2 LOCK OPTIONS 10D AND 110EI 38 9/16" FRAME WIDTH 24" FRAME HEIGHT Zd r. J -0 s CO al V CONCEALED VERTICAL ROD / / 10D OR 10E ACTIVE CVR PA \IC HARDWARE ifl APPROVED PANIC HARDWARE FOR DOORS DOR —O —MATIC SERIES 1690 TOUCHBAR EXIT DEVICE JACKSON SERIES 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE 1g$ gl 7 1/4" e 1oa 1/4° Engr: JAVAD AHMAD CRML FLA. PE # 70592 C.A.N. 3Sn UN 2 9 201 2 rl%V Jr with the 1 DWG. NO.: W98 -01 • CG\ WINDOWS ac DOORS 10100 northwest 25 street miami, florid° 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 1.4 of 7 BILL OF MATERIALS ITEM 1 2A 2B 2C 3 4 5 6 7 8 9 10 10 DESCRIPTION #12 X 1 1/4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK. ALUMINUM PLATE SHEAR CUP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS & 24" O.C. MAX. 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 6" FROM ENDS, 3 @ CENTER OF PAIRS SPACED 6" 0.C. & 24" O.C. MAX. #10 X 1" PH —PH —SS TEKS SCREW, @ 3" & 7" FROM ENDS & 19 -3/8" 0.C. MAX. #14 X 3/4" HEX HEAD S/S TEKS SCREW AT 6" FROM ENDS & 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) .350 HIGH FOAM —TITE WEATHERSEAL (AMESBURY # 32011) ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIMITS) q CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL 082410. AA CGI CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM), ATTACHED WITH #10 X 3/4" PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWIKSET 780. 10 AA 0B 10C 10CC 1OD 10E 1OF REGENT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. DOR -0 —MATIC SERIES 1690 TOUCHBAR PANIC EXIT DEVICE WITH CONCEALED VERTICAL ROD SEE SHEET 1.4. JACKSON 20 SERIES PANIC EXIT WITH 2085/2086 CONCEALED VERTICAL ROD EXIT DEVICE SEE SHEET 1.4. CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. 11 1 121 13 141 17 18 19 HAGER 4 1/2" X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL CGI 4 -1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) #12 -24 X 1/2" F.H. M.S. (3 PER PANEL UP TO 7' -6 3/4" HIGH) (4 PER PANEL OVER 7' -6 3/4 ") CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED TO PANEL STILE WITH #10 X 3/4" PH SMS, ACTIVATOR ATTACHED WITH #8 X 1/2" PH SMS. SEE SHEET 1.2 FOR GLAZING OPTIONS SILICONE GE -1200, DOW 995, DOW 899 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 7/8" X 5" X 1/8" THK. CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. — EXTRUSION LIST 500A, 501, 502, 503, 504, 507, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063 —T6. 4.11... 0 = 375, 396, 505, 508, 511 EXTRUSIONS ARE 6063 —T5. Engr: JAVAD L AHMAO CM FIA RE 1 70592 C.A.N. X538 111,14'i'1 ri=eivith des i Amliesisseli*REO 3 • DWG. NO.: W98 -01 • CG\ WINDOWS $c DOORS 10100 northwest 25 street miami, fiorida 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2 of CGI -507 DOOR FRAME HEAD /SILL CGI -5 1 JAMB COVER 4.562 CGI— 509 FRAME JAMB /MULLION CGI -503 NARROW SIDELITE STILE 656 CGI -505 ASTRAGAL .075 CGI -502 JAMB /LOCK /SIDELITE STILE CGI -500A TOP RAIL CG -510 SIDELITE MULLION (J t1 .465 .075 I 1.063 M -1.063 CGI— 508 FRAME COVER ja-1.844 CGI -501 BOTTOM RAIL 1 CGI -540 4.000 SADDLE THRESHOLDS 1.844 —1 3.277 CGI -514 HORIZONTAL MUNTIN Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 .639 n r.080 0? • I .065 m • .080 .moo, F.: .778 .754 - - .744 Cr CGI -375 CGI -396 tioftwifyieg wit* the Math, ... Ne �rllole Ogle CGI -504 --a .672 .0-- -4- -.080 .742 k- CGI -519 CGI -515 DWG. NO.: W98 -01 • CG\ WINDOWS <Sc DOORS 10100 northwest 25 street miami, florid() 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 2.1 of 7 Bol t Assembly Bolt Housing #10 x 3/4" PH SMS Linkage Assy. Rod Keyed Cylinder / Deadbol Assy. Connection Wheel TOP SECTION SHOWN (BOTTOM SIMILAR) CGI CUSTOM 3 —POINT LOCK 1/2" Flushbolt Tip Flushbolt Activator TOP SECTION SHOWN (BOTTOM SIMILAR) 12 #10 x 3/4" PH SMS #8x1 /2" PH MS Flushbolts (Inactive Panel) 1/2" Bolt Tip Threaded Rod rte~ Keyed Cylinder Deadbolt Assembly 0 Actuator Arm REGENT 3 POINT COMMERCIAL LOCK #10 x 3/4" PH SMS Actuator Arm gg gi g 1/2" Bolt Housing Bolt Tip TOP SECTION SHOWN (BOTTOM SIMILAR) #10 x 3/4" PH SMS #10 x 3/4" FH SMS �.1 Surface Mounted Activator SURFACE MOUNT SLIDE BOLT WITH BALDWIN DEAD BOLT Vc i io Soma t' -b C•cs3 DWG. NO.: W98 -01 £ngr. JAVA) AHMAp CIY4t. FLA P£ 5;'di # 70592 C.A.N. JU • CG\ WINDOWS Se DOORS 10100 northwest 25 street miami, florido 33172 product : Series 450 Outswing Doors & Sidelites zoi2 date : 10 -20 -97 sheet 2.2 of 7 #12 x 1 1/2" FH SMS Keeper Top Lock Assembly Dor —O —Matic 1690 Bottom Bolt Bolt Guide #10 x 1 /4" FH MS #10 x 1/4" FH MS /.ILEIM Engr. JAVAD AHMAD CIVIL - FLA. PE # 70592 C.A.N. 538 #8 x 3/4" FH SMS Strike Plate Top Guide w /trip release Top Bolt Jackson 20861 Bottom Bolt Bolt Guide ileVigicr UMW ii i - e Millipiree Pie itopratalivate 2l/4/1i4 V #10 x 1/2" FH MS #10 x 1/2" FH MS DWG. NO.: W98 -01 • EL WINDOWS 44 DOORS 10100 northwest 25 street miomi, florido 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 2.3 of 7 1/4° DIA. ULTRACON @ 6" FROM ENDS AND 24" O.C. ( INTERMEDIAT (SEE <I-EET CONQJ ANCH RS) 1/4" DIA. ULTRACON SEE SHEET 7 Mr OPTIONAL INSTALLATION t y INTO 2X4 PT WOOD 1X4 PT WOOD SEE NOTE BELOW — 1X4 PT WOOD 509 2X4 PT WOOD SEE NOTE BELC W TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAGEMENT TYPICAL TYPICAL JAMB ANCHORS 1/4" DIA. ULTRACON C� 6" FROM ENDS AND 19 -3/8" O.C. FOR LOADS UPTO 70 PSF 14 -1/2" O.C. FOR LOADS UPTO 110 PSF 12" 0.C. FOR LOADS ABOVE 110 PSF (SEE SHEET 7) TYPICAL FRAME HEIGHT .125 OPTIONAL SQUARE GLAZING (SEE SHEET 1.2) 1/4" DIA. ULTRACON 509 1 1 -1/4" EMBED i l'i or 1 -11A., .150 EXTERIOR 14 -1.250 2X4 PT WOOD FRAME WIDTH INTERIOR 13 ASTRAGAL RECD. FOR WATER RESISTANT DOORS ONLY 502 8 OPTIONAL INSTALLATION INTO 2X4 PT WOOD ACTIVE NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI MUST BE PROPERLY SECURED AND MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. TYPICAL #12 SCREWS 3/ END 1/4" DIA. ULTRACON 6" FROM ENDS AND 24" 0.C. (INTERMEDIATE ANCHORS) 2.082 .100 co I• J NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1 /4" MAX. SHIM SPACe WITHOUT VARIATION IN CAPACITY. a o 1 1 s 1 As p VggEEA W I. L1 S ._ 505 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 EXTERIOR .0111MKTAKVISINII =ref* 2 the Add& -4704.0_3 l 502 co INACTIVE OR 16 OUT SWING DOOR LOCK OPTIONS SEE SHEET 1.1 DWG. NO.: W98 -01 • EEL WINDOWS 8c DOORS 10100 northwest 25 street miomi, fiorida 33172 product : Series 450 Outswing Doors & Sidelites dote : 10 -20 -97 sheet 3 of 7 N U LLI ON #1 2.878 1250 1X4 PT WOOD SEE NOTE SHEET 3 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6" WIDE OR SMALLER. 511 -1/4' MIN. 502 502 1.918 1/4" DIA. ULTRACON 6" FROM ENDS & 19 -3/8" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 4.812 EXTERIOR @I -1.250 THIS SILL IS NOT RATED FOR WATER DOOR PANEL WIDTH SEALANT DOOR FRAME WIDTH SIDEUTE PANEL WIDTH 1/4° SHIM SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH DS -0 THIS SILL IS NOT RATED FOR WATER x-.125 .125 ADA SADDLE N C7 N RESIDENTIAL SADDLE EXTERIOR SWEEP .500 4" WIDE SADDLE THRESHOLD 540 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS EXTERIOR 539 1/4" DIA. ULTRACON Co? 6" FROM ENDS & 24" 0.C. Engr: JAVAD AHMAD CIVIL FLA. PE ij 70592 C.A.N. 3538 .750 SI CONCRETE .125 3.278 DWG. NO.: W98 -01 • EL WINDOWS 8c DOORS 10100 northwest 25 street miomi, florida 33172 product : Series 450 Outswing Doors & Sidelites JUN 2 9 2012 sheet 4 of 7 MULLION TYPE 1 WIDE STILE -WIDE STILE 502 511 am 0 1.918 i 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 2 WIDE STILE - NARROW STILE 502 4.812 SIDELITE PANEL WIDTH DOOR SIMILAR MULLION TYPE 3 NARROW STILE- NARROW STILE SS -0 DS -0 502 4.81E SEALANT SIDELITE PANEL WIDTH EXTERIOR O O 1 1.918 EXTERIOR SIDELITE PANEL WIDTH SIDELITE PANEL WIDTH 1.062 SIDELITE PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS a/1g: MOOg MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 i% •y / / / / / % i •r \ \. i % •y i i EXT.( +) INT.( -) v INT.( -) PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH WIDTH (W) - DOOR PANEL + FIXED PANEL 2 REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS a/1g: MOOg MULLION PERFORMANCE CHART DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULL TYPE 1 MULL TYPE 2 MULL TYPE 3 WIDTH (w) HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 1/6 2/0 2/6 3/0 3/6 6/8 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 1/6 2/0 2/6 3/0 3/6 7/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 7/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 70.0 70.0 - - 100.0 110.0 - - - - 1/6 2/0 2/6 3/0 3/6 8/0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 - - - - 100.0 104.6 - - - - 1/6 2/0 2/6 3/0 3/6 8/6 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 - - 100.0 110.0 100.0 100.4 - - 98.9 98.9 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 100.0 110.0 100.0 110.0 100.0 110.0 9/0 100.0 110.0 100.0 104.1 - - 98.1 98.1 70.0 70.0 - - 82.9 82.9 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 100.0 110.0 9/6 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 70.0 70.0 - - - - 1/6 2/0 2/6 3/0 70.0 70.0 70.0 70.0 70.0 70.0 10 /0 70.0 70.0 70.0 70.0 - - 70.0 70.0 - - - - 59.9 59.9 - - - - Engr. JAVAD AHMAD CIVIL FLA PE # 70592 C.A.H. 3538.. VAIODUCT iildEVISED railittifith the Hoek Map Immo No .0 .1 Mme. 16W4a4 DWG. NO.: W98 --01 • EL WU.JDQWS 8c DOORS 10100 northwest 25 street miomi, florid(' 33172 product : Series 450 Outswing Doors & Sidelites date : 10 -20 -97 sheet 5 of ) (sheet 6 of 7 ) PANEL PERFORMANCE CHART FOR SINGLE & DOUBLE DOORS & SINGLE SIDELITES (NARROW STILE SIDELITES LIMITED TO 18" OR LESS) DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' 7/16° COMPOSITE PANELS 1° COMPOSITE PANELS GLASS TYPE 'Al' GLASS TYPES 'B' & 'BI' NOM. PANEL WIDTH NOM. PANEL HEIGHT EXT. ( +) INT. ( -3 EXT. ( +) INT. ( -) EXT. (+) INT. ( -) 2/0 2/6 3/0 3/6 6/8 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 7/6 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 105.0 105.0 70.0 70.0 90.0 90.0 2/0 2/6 3/0 3/6 8/0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 100.0 110.0 70.0 70.0 90.0 90.0 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 3/6 8/6 100.0 110.0 70.0 * 70.0 * - - 100.0 110,0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 710 IN - - 2/0 2/6 3/0 9/0 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 100.0 110.0 70.0 * 70.0 * - - 2/0 2/6 3/0 9/6 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 2/0 2/6 3/0 10/0 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - 70.0 70.0 70.0 * 70.0 * - - LOADS OWN ARE FOR DOORS USING THRESHOLDS IN ANY CONDITION AND ® & SS2 WHERE WATER INFILTRATION REQUIREMEN S ARE NOT APPLICABLE. * GLASS LIMITED TO 8/0 DAYLITE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE MUNTIN a 0 E2 0 507 1 \4\4\; OUTSWING OUTSWING (SADDLE) RESIDENTIAL (SADDLE) PANEL WIDTH PANEL WIDTH PANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE • EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 male N Ibiphieboaimie ra y"u at m 0 $ Fa o° 1 0 re 0 , 8 rig d 00th °6 t- COMP - ANL \W9$ -01CG FAX. (305) 593 -6592 N c 0 .) C c a tn a 1 A sa 0 a a 0 c 0 x aS' v 0 drawing no. W98 -01 / % \ \\ \ % / I / W PANEL WIDTH PANEL WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 PARTIAL COMPOSITE PANEL OR GLASS APPLICABLE TO DOOR /SIDELITE THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS AND SIDELITES. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2010 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM I.E. OUTSWING AND TYPE OF THRESHOLD AND LOCK OPTIONS. 4. CHECK THE ALLOWABLE • EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE. CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. (SEE SHEET 7) 6. FOR MULLED SIDELITE REFER TO MULLION CAPACITY. 7. LOWER DESIGN PRESSURE FROM LOCK, GLASS, PANEL PERFORMANCE, MULLION AND ANCHOR CAPACITY AT SILL AND THRESHOLD TYPES SHALL CONTROL FOR THE ENTIRE SYSTEM. Engr: JAVAD AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 male N Ibiphieboaimie ra y"u at m 0 $ Fa o° 1 0 re 0 , 8 rig d 00th °6 t- COMP - ANL \W9$ -01CG FAX. (305) 593 -6592 N c 0 .) C c a tn a 1 A sa 0 a a 0 c 0 x aS' v 0 drawing no. W98 -01 6 -r 24" _ - MAX. 1 DOOR HEIGHT -7 DOOR HEIGHT PANEL WIDTH SINGLE DOOR OR SIDEUTE MUWON ANCHORS AT SIDEUTE 6" 24" MAX. MTG. STILE ANCHORS 3° MIN. TYP. ANCHOR SPACING DOOR MTG. STILE ANCHORS PANEL WIDTH PANEL WIDTH 24" 3" MIN. TYP. 2`` ANCHOR SPACING MAX' 1 1 1 1 ►;111111^ �J II,_I (I III) 1 I -- r -, DOUBLE DOOR eg p, N CLUSTER OF ANCHORS 3, 4,5OR6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY J PANEL WIDTH I_ PANEL WIDTH PANEL WIDTH PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' / NOMINAL \ TYPE 'C' AT S -0 & SS2 SILL PANEL WIDTH � PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS \\ CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS \\ \ \\ CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS i / / 6/8 100.3 110.0 \ 110.0 110.0 / 6/8 105.7 110.0 110.0 110.0 110.0 81.1 / 110.0 110.0 PANEL WIDTH PANEL WIDTH 24" 3" MIN. TYP. 2`` ANCHOR SPACING MAX' 1 1 1 1 ►;111111^ �J II,_I (I III) 1 I -- r -, DOUBLE DOOR eg p, N CLUSTER OF ANCHORS 3, 4,5OR6 (3) 2 AT SIDEUTE 1 AT DOOR (5) 3 AT SIDEUTE 2 AT DOOR SEE CHART FOR CAPACITY J PANEL WIDTH I_ PANEL WIDTH PANEL WIDTH PANEL WIDTH MULLION ANCHORS AT SIDELITES MTG. STILE ANCHORS AT DOUBLE DOORS NOMINAL DIMS. DESIGN LOAD CAPACTY -PSF DIMS. DESIGN LOAD CAPACTY-PSF TYPE 'B' TYPE 'C' NOMINAL TYPE 'B' & TYPE 'C' AT SS1 SILL TYPE 'C' AT S -0 & SS2 SILL PANEL WIDTH PANEL HEIGHT PANEL WIDTH PANEL HEIGHT CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 6 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS 2/0 2/6 3/0 3/6 6/8 100.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 105.7 110.0 110.0 110.0 110.0 81.1 110.0 110.0 110.0 110.0 84.5 110.0 110.0 110.0 110.0 68.0 90.7 110.0 110.0 110.0 70.4 93.9 110.0 110.0 110.0 58.6 78.1 110.0 101.3 110.0 60.4 80.5 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 95.6 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 100.7 110.0 110.0 110.0 110.0 77.2 103.0 110.0 110.0 110.0 80.5 107.4 110.0 110.0 110.0 64.8 86.4 110.0 110.0 110.0 67.1 89.5 110.0 110.0 110.0 55.8 74.4 110.0 96.5 110.0 57.5 76.7 110.0 108.0 110.0 2/0 2/6 3/0 3/6 7/6 89.3 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 94.0 110.0 110.0 110.0 110.0 72.1 96.2 110.0 110.0 110.0 75.2 100.3 110.0 110.0 110.0 60.5 80.7 110.0 104.6 110.0 62.7 83.6 110.0 110.0 110.0 52.1 69.5 104.3 90.1 110.0 53.7 71.6 107.4 100.9 110.0 2/0 2/6 3/0 3/6 8/0 83.7 111.6 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/0 88.2 110.0 110.0 110.0 110.0 67.7 90.2 110.0 110.0 110.0 70.5 94.1 110.0 110.0 110.0 56.8 75.7 110.0 98.1 110.0 58.8 78.4 110.0 110.0 110.0 48.9 85.2 97.8 84.5 107.8 50.4 67.2 100.8 94.6 110.0 2/0 2/6 3/0 3/6 8/6 78.8 105.1 110.0 110.0 110.0 2/0 2/6 3/0 3/6 8/6 83.0 110.0 110.0 110.0 110.0 63.7 84.9 110.0 110.0 110.0 66.4 88.6 110.0 110.0 110.0 53.5 71.3 106.9 92.4 110.0 55.4 73.8 110.0 103.9 110.0 46.0 61.4 92.1 79.6 101.5 47.4 63.3 94.9 89.1 110.0 2/0 2/6 3/0 9/0 74.5 99.3 110.0 110.0 110.0 2/0 2/6 3/0 9/0 78.5 104.6 110.0 110.0 110.0 60.2 80.3 110.0 104.0 110.0 62.8 83.7 110.0 110.0 110.0 50.5 67.3 110.0 87.3 110.0 52.3 69.7 104.6 98.2 110.0 2/0 2/6 3/0 9/6 70.6 94.1 110.0 110.0 110.0 2/0 2/6 3/0 9/6 74.4 99.1 110.0 110.0 110.0 57.0 76.1 110.0 98.6 110.0 59.5 79.3 110.0 110.0 110.0 47.9 63.8 95.7 82.7 105.6 49.6 66.1 99.1 93.1 110.0 2/0 2/6 3/0 10 /0 67.1 89.4 110.0 110.0 110.0 2/0 2/6 3/0 10/0 .70.7 94.2 110.0 110.0 110.0 54.2 72.3 108.4 93.7 110.0 56.5 75.4 110.0 106.1 110.0 45.5 60.6 91.0 78.6 100.3 47.1 62.8 94.2 88.4 110.0 ANCHORS: TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu= 177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONCRETE 1 -1 /4" MIN. EMBED INTO CONC. OR MASONRY .EDGE DISTANCES INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu'177 KSI, Fy ®155 KSI) DIRECTLY INTO CONCRETE 1 -3/4" MIN. EMBED INTO CONC. EDGE DISTANCES INTO CONCRETE = 2 -1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6" FROM CORNERS MAX. SPACING 24" O.C. AT HEAD & SILL. -AT HEAD -AT HEAD OR SILL S EPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 6. Engr: JAVA!) AHMAD CML FLA. PE # 70592 C.A.N. 3538 111101raikss Owe Aslipirei_ Phi 2- 0 .0.3 m 4419 i» 0 'U) COMP - ANL \W98 -01CG) ) WINDOWS & FAX. (305) 593 -6592 1 rn w 0 a v 1 0 ) 0 0 a 0 4 fJ co 0 a a drawing no. W98 -01 (sheet 7 of 7 #12 SCREWS 2/ END EXTERIOR HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF. (SS2) RESIDENTIAL SADDLE SILL CORNER CONSTRUCTION INTERIOR #12 SCREWS 3/ END � eeu s ilEVINMP ftwbbi wile Ai Nada anddROW iM /.2 7o. 3 20/( 2 X 2 X 1 /4° ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR INTERIOR (SS1) ADA SILL CORNER DETAIL 2 X 2 X 1/4° ALUM ANGLE #12 SCREWS 2/ LEG EXTERIOR PANEL CORNER DETAIL (SO) STD. SILL CORNER DETAIL INTERIOR ADA SILL @ MULLION Engr: JAVAD AMMAD nfLA. PE C.A.N. 0 Pit O cr0 u. t Vo o&2(< c i 0 0 0 0 c 0 S 0 lb! 03 0 1 1 .0 0 -o 1 a 0 c 1 c 3 0 N 0 1 0 drawing no. W98 -01 (sheet 7.1 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: -7 2-G. \ FBC 20 \ Permit No. Master Permit No. W S- l 2-1©-2.N11/4-\ ROOFING City: Miami Shores County: Miami Dade zip: 33 k 38 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 5- - P 2J - S 1 Q ' - S Phone #: 30 S .� ~ ct °CD °‘ Address: tk-G- City: 't-V fN*'� lL R State: Lib Ar. Zip: 3 ` ) Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: t*T- C- P- \t & \� - Phone #: BQS- 2gto — (o(o(o Cp Address: -7 1 -• �� \a-c\ ' — City: M\ State: l..b (L t zip: 3 3 \ —1 Qualifier Name: -,° T 4Z(1`NS1J Phone #: tate Certi fication or Registration #: CG c 014-150 ODCompe ncy #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: f-3)..)..14\_>. 0 Su- 1-.2-- Phone #: ? S 4 5` ki-6a 0 Value of Work for this Permit $ _ S0 ONe ODemolition 99 «a • '50'.,44 ‘97091.0A T k,a of Wmlii .A Sion D ' 14016iPcifVorla39 IL? 044 Color thru tile: ********** ******** ****** ** *** * ** ** **** *Fe m* ********** *****+x*******+x****** * *** * *** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 Fl ,F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property 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 Sig Owner or Agent Contractor The foregoing instrument was acknowledged before me this n he forego' m trument was acknowledged bef day of J L.,l Li , 20 12-, by Cal IDS -rah ct y I a of ..� "i , 20 � , by who is Pe y known to me or who has produced . . who ' -.. ersonally kno to me or who has produced 11). L °°�� ¶ki — i S �1I ® 0 5As iS ratification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign. Print: fteallvran rNAI- My Commission E My Comm. Expires May 17.2013 Common • 00 855424 NOTARY PUBLIC: Sign: Print: 411 A or `iceA ,IC!• ail .: JUL 972 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit N. t)k)S-12- lO- 21`\`A Owner's Name (Fee Simple Title Holder): y1\vt ?(A-IN -c Cot--to Phone #: X151 - 0(9 `l Owner's.Address: i <5- s F- City: Nk•—+ 43 State : 0 0 Zip Code: 33 «e Job Address (Of where work is being done): -7 2-S - City: Miami Shores State: Florida Zip Code: 33 Vbc6 Contractor's Company Name: i - P- & S 106 Phone #: S-`� " (0(0(40 Address: el t S" sw 2\ c City: t- - i State: 4-7-k----00--;',Pc � Zip Code: -�1-1 G} Qualifier's Name : 364s T bGN,M3 --i Lie. Number: Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work= C x at- p06C) -. 1 hereby certify that the work has been abandoned and/or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Sign a owner or Agent The foregoing instrument was aknowledged before me this 11 day o ,20P-,by Ta icver& Who is personally known to me or who has produced w DI.. �� 1 It - o —1§- ndentification. Signet Contractor or Architect instrument was aknowledged a of 20i2py Notary Pu lic: Sign Seal: 4 MARIA M. SOUS Notary Public - State of Florida My Comm. Expires May 17, 2013 Commission re DO 855424 Notary P Sign: Seal: who has produced as indentification. The Shores Plaza East Condominium .association, Inc. 745 North East 914 Street Miami Shores, FL 33138 305 - 759 -9069 - Voice/Fax TheSPECAInc@aomcast.net- E-Mail June 21, 2012 Mr. Ramon Baez, Mrs. Sylvia Baez South Florida Impact Windows & Doors 4530 SW 71g Avenue Miami, FL 33155 Re: Open Permits /Notice or Termination Dear Mrs. Baez: The association has repeatedly tried to contact you and your company over the matter of unfinished work concerning the installation of impact windows and doors on our property. As of this writing the following permits related to our contract with you are still open: WS -12 -10 -2190 723 NE 91 Street WS -12 -10 -2191 717 NE 91 Street WS -12 -10 -2192' 716 NE 92 Street WS -12 -10 -2193 715 NE 91 Street WS -12 -10 -2194 725 NE 91 Street WS -12 -10 -2210 9160 NE 8 Avenue WS -12 -10 -2211 755 NE 91 Street WS -12 -10 -2212 736 NE 92 Street WS -12 -10 -2213 9140 NE 8 Avenue WS -12 -10 -2214 735 NE 91 Street WS -12 -10 -2215 9120 NE 8 Avenue WS -12 -10 -2231 726 NE 92 Street Since our repeated attempts to contact you have gone unanswered we have no choice but to replace you with another vendor /contractor to finish the job. This letter serves as a Notice of Termination on our part to satisfy the change of vendor requirements of The Miami Shores Village. Should you have any questions, comments or concerns, please feel free to call the Association office at 305 - 759 -9069 or send an E -Mail to SPE123 @att.net Very truly yours, Board of Directors, SPECA cc. File cc. Yudany Fernandez, Esq. 113$ r1111111111111111111111111. 111t1111111111111111111111111111 Ut, - IZ -60c9 Q 9O 1.O 0_1_ St, S Z V TI 1 :'a( 035s3210ov Sit 3-EN/113AI -13U ION 7130P43S Qi. N21t11 21 zT /SZ /90 00 T 3U OEE 3IXIN r4 \-44\ L9 E 'LUUU u �fii 14171 VIN 0313111130_ _ r 3N11 001100 1V 0103'SS3U00V NF1111313 344130 /HMI 3H1 01 3d013AN3 40 /011tl 133)1311.S 3OV1d _. 3 -o y�IL mg 000-1 3 5 \� 4N41 Q� S Z?1. s� o� II- b61104 SSIEE 11— 0001 UV�fl Z1 IZ1 NfW iNnowu 13p'IddIW 3.iSOd 'S'n 8£1££'u'so4S IW IW zaa IS IB I6 ifiloN ski 'glob •svprpoPriot Neepsog V " o SENDER. COMPLETE THIS SECTION 1 Is Complete items 1, 2, and 3. Also cornpl+ iten14 if Restricted Delivery is desired. I 111 Print your name and address on the reverse so that we can return the card to you. NI Attach this card to the back of the maiiplece, or on the front if space permits. COMPLETE THIS SECTION ON DELIVERY Article D Agent 17:Addressee i e of Deiively B. Recei D. Is delivery address different from item 1? {] Yes if YES, enter delivery address below: a No r 3. Service Type 1 o Certified tali 0 Express Mall D. Registered II Return Receipt for Merchandise 1 0 insured Mall C1 C.O.D. I 4. Restricted Deliver'? (Extra Fee) CI yes I 2. Article Number (r�ansfer'frorl si Forth 381 1; February 2004' t me;3do Return Receipt 7009 3410 0001 9987 7760 1025950241-1540; I V - &06 6 6 O NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO STATE OF FLOR 1 HEREBY STATE OF FLORIDA: COUNTY OF MIAMI -DADS: urigit� filed in 111111111111111111111111111111111111111111111 c :FN 2O1ORO 8794-4 - OR Bk 27537 P9 0053; (1Ps) RECORDED 12/29/2010 13 :23:43 HARVEY RUVIN? CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE COUhiTY OF DADEofThe CER17 that V>{8 is•r1 9 ; r ,r AD20 (fir EN See/ ir -, of elf,. , r A«x Cotatx v�l► THE UNDERSIGNED hereby gives notice that Improvements wql be made f property, and In accordance with Chapter 713, Florida Statutes, the follot fl is provided In this Notice of Commencement By address: 715 NE • • of fererrea ve` v for use of recording office, tion of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's , address and phone number t 5. Surety: (Payment bond required by owner from cgn�ctor, If any) Name, address and phone number 1� Amount of bond $ 8. Lender's name and address: tr tumn slur- : c 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){47., Florida Statutes, Name, address and phone number 8. In addition to himself, Owners designates the fol owin person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 8. Expiration date of this Notice of Commencement • (the expin3tion date ail year from the date of recording unless a different data b speoMedj WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF OOMMENOEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Title/Office / STATE OF FLORIDA COUNTY OF MIAMI -DADE Irector/Partner/Man Prepared By Print Name %--33 Titie/Offlce t "i1.5t The foregoing instrument was acknowledged before me this '-day of rtdivtduaAy, or as * M^-1fr for .,4%'ic- ( ; O Personally known, or O produced the following type of identification Signature of Notary Public: Print Name: (SEAL) z..c t • _ ' i • c: 11_ it M ,g_.• ;1.1_0 .1 ?I X Under penalties penaitles of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Sig By 18401 •92 PAGES 9710 1V-1-3C11/41EtS-Ve RSS-1,Ye St st-, 'NS-44e . 441-1 ct4,6 4/fers)'s ♦ OerJDlreoior/PartnerlManager who By _.. ?lejlott4,1— 1,tc. ttlrs1.4 - 1-z +. cm 124.I.a9zr ors 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) 7 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING (,� OWNER Name Simple i f F /preS_� ; C1'p Phon (Fee unpAAe T tIeholder)._ Address: 45 1�e 614 S �tree�l City: 1 A M i 1D re�a State• (--1`. Tenant/Lessee Name: Phone#: Email: loalEgwEgifi C 2 4 2010 • 62.4949 Permit No. Master Permit No. Zip: �s 66 JOB ADDRESS: ___7s� NE IT ree ��. •, 6k. `' 1)'' City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR Company Name: Address: City: 1.111d Qualifier Name: State Certification or Contact Phone#: DESIGNER Archit County: Miami Dade Zip: NO V Flood Zone: 4,6t-KoS" "tJ� State: • Zip: 33 Phone#: stration #: x:�%I 3 f 1 q Q� (( Certificate of Com envy #: � ('r Phone#: —Sin' +t'4o 1 Value of Work for this Permit: $ ( do 0. Square/Linear Footage of Work: Type of Work: OAddress temtion Description of Work: ONew ORepair/Replace Ind °Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ ‘;1(2t) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ f O. m'ro TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Lender', Nme (if applicable) tbondeRAd: ss� 1 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 WITII 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days O'er the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NPN wner or Agent Contractor ��} The fo oing instrurplent was : ° ,,o , led:. 4 „a ; me this The forego' g instrument was ackno ledged before me this d4 l i1 a 'c A ;,� y 20 t, Q,/1 ff , day of 20 � by L :I.1I� `�. ( � day of ' �� lo ,by �"�+1�P who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: NOTARY PUBLIC: 4'1" Sign: �C� as Cl, �C-P -; f z,, Print: 6�. f''Oej Pit. RV a.. My Co 9' Y*' iY*9't iN& Qf*$N$fi'it'iCYti'STP91P9Y**** *i **********9 1;a4 44 K'�IP7l9RWYC**9t9i **Ot t ****** 9it%$ ttit*3f***Gti'7it*$**int. '*'rt'if*9it7i'if**9ti7k '$Piit9$SiP**** 41ans Examiner Zoning APPROVED BY Structural Review Clerk (Revised 07 /10107)(Revised 06/10/2009)(Revised 3/15/09Xiev6/4/10)