The URL can be used to link to this page

WS-13-2104Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 204771 Permit Number: WS -9 -13 -2104 Scheduled Inspection Date: March 21, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: ROMAN, RICARDO/ ISABELLE Work Classification: Window /Door Replacement Job Address: 1310 NE 101 Street Miami Shores, FL Phone Number (305)757 -5446 Parcel Number 1132050230010 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415 amiamg uepanment comments REPLACE 4 WINDOWS AND 1 DOOR INSPECTOR COMMENTS False Inspector Comments Passed 42qi CREATED AS REINSPECTION FOR INSP - 204460. Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 20, 2014 For Inspections please call: (305)762 -4949 Page 3 of 22 Pc.• BUILDING Miami Shores Village Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ,nf co OCT 3 12013 _6 l; PY "_ _J FBC 20 10 Permit No. L�539 d I b 101 PERMIT APPLICATION Permit No. Ina ---- ---Jft r OWNER: Name (Fee Simple Titleholder): gal • � Phone #: --)0S • -1 �� • S� Address: p� U kx [ (3 � 's f— City: 4 -'O`lA �ll� �; rN p C Q? State. sr� Zip: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Phone #: 954-792 -4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone #: 954-792 -4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954-792 -4415 ext 243 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER: Architect/Engineer: GARY McDOUGLE Phone#: 561 - 752 -5440 SD0[)co .— Value of Work for this Permit: $ Square/Linear Footage of Work. Type of Work: ClAddition, QAlteration ONew pair/Replace ODemolition Description of Work: a ) I� I% Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ �(/ " Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law 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 ayj Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this, The foregoing instrument was acknowledged before me this day of ®L�, 20 17), byaSgb ek -A . `2nr"a(), day of O C,X-, 20 by WAYNE T. BURNETT 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: CAROLINA I My Commission Expire APPROVED BY / S /3 r /'' ' Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07/10 /07)(Revised 06(10/2009)(Revised 3/15/09) NOTARY My �_t-1 urn — g tr. a` --- M`t Zoning Clerk f1 Miami -Dade My Home R Page 1 of 2 My Home uxwwamwilw Show Me: Property Information Search By: Select Item A ki Text only Vo Report Homestead Fraud Property Appraiser Tax Estimator Property Appraiser Tax Comaarison Portability S.O.H. Calculator Summary natniiQ- Folio No.: 11 -3205- 023 -0010 Property: 1131ONE 101 ST Mailing RICARDO J ROMAN &W ddress: ISABELLE A Beds /Baths: 1310 ONE 101 ST MIAMI Floors: SHORES FL Livin Units: 3138 -2611 Pronerty Infnrmatinm Primary Zone: 1600 SGL FAMILY - 1 2012 501 -4000 SQ CLUC: 0001 RESIDENTIAL - Building Value: SINGLE FAMILY Beds /Baths: /2 Floors: 1,085,422 Livin Units: 1 d' S Foota e: o ,904 Lot Size: 14,305.06 SQ FT ear Built: 1953 $541,958 M SHORES BAY PK $50,000/ ESTS PB 55-83 LOT 1 Legal BLK 1 LOT SIZE 92.890 Description: 154 OR 15117 -2849 $50,000/ 691 1 OR 15117 -2849 69100 Assessment Information- ear: 2013 1 2012 Land Value: $714,796 $687,075 Building Value: $358,696 L$398,34 7 Market Value: $1,073,49 1,085,422 Assessed Value: $602,021 1 $591,958 Exemntton Infnrmatinn- ear: 1 2013 1 2012 Homestead $25,000 1 $25,000 2nd Homestead: I YES I YES Taxahle Values Infnrmatinn- ear: 2013 2012 Property Applied Applied axing Authority: Exemption/ Exemption/ Miami -Dade Taxable Taxable ® Value: Value: Regional: $50,000/ $50,000/ $552,021 $541,958 County: $50,000/ $50,000/ $552,021 $541,958 City: $50,000/ $50,000/ $552,021 $541,958 School Board: $25,000/ $25,000/ $577,021 $566,958 Sale Information: Sale Date: /1991 Aerial Photography - 2012 0 .... 117 ft My Home I Property Information I Property Taxes My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gis @miamidade.gov. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2 .miamidade.gov /myhome /propmap. asp Legend Property Boundary 12 10/10/2013 Selected Property Street Highway Miami -Dade a County ® Water 12 10/10/2013 5 4 4 ' a 0. 5 a a 5 } P:- gh._G4-0cp V (mph) 178 1620 RC for HV11Z. m pig. 283-1a m cote my If T" 134. pge 2 Kv- c 3eedmi26.7 Kd 0,85 Table26.&I page250 Kol I rm, 26 &1.page232 CCpi 0.18 - 0.18 033 pikhofmof M12 14.0 deg- Wm 14Adegmea 15.0ef 4 Blghwdm cwmu66nm. ba 1888 SW 30 Av=. Sub 920 BWftn Bond% FL 334329 FL CA 0008217 .y , Wino V4koges m SotM Fbft Amaof »� B- P.I. R eh AreaoP R1okCm.1 168 186 186 I Lomdoklohvmmo o6ede RIACAL2 175 1 170 170 Redd=m Risk Cat 3&4 186 180 190 lioemdalFacmdm OCT 3 12013; j BYoo oo�0000a j SUBJECT TO COMPLIANCE WITH ALL FEDERAL G X122013 1 n STATE AND COt 1NTY RULES AND REGULATIONS Area of Amaof Atmof of AreaoP A&M of Acoo of Area Area of Areaof lOAaf 15.0ef 20 )of 25.0 of ".0 of 35.0 of 40.0 of 43.0of 50A9f SSA of 6a0ef Moon Roof T 4 Z0re8 Zmre4 Zm188 Zm104 ZM 5 Zmre4 Zm108 'ZOre4 Iona 201104 Zmrea Zm104 Z"s Zm164 zwe 5 Z=4 Zmre6 Z= 4 Zm a ZM4 Zm s 40.1 40.1 38.8 38.8 40.1 40.1 37.9 37.9 373 375 37.1 37.1 36.7 36.7 362 36.2 35.8 34.8 34.4 35.4 34.0 35.0 15 43.4 -53.6 -422 -51.3 43.4 +53.6 41A 49.8 .41.0 49.0 40.6 48.3 -40.2 475 -39.8 46.8 -39A -46.0 - 39.0 .442 -38.6 445 40.6 40.6 39.3 393 40.6 40.6 38.4 38.4 38.0 38.0 37.6 37.6 372 372 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35A 16 44.0 -54.4 429 -52.0 -44.0 •54.4 -42.0 -503 41.6 49.7 41.1 48.9 .40.7 482 40.3 47A -39.9 46.6 -393 439 -39.1 - 45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 383 383 38.1 38.1 37.6 37.6 372 372 36.8 36.8 36.3 36.3 35.9 35.9 17 1 .44.6 -55.1 43.4 -517 -44.6 1 -53.1 1 -42.5 - 51.1 -42.1 -50.4 1 -41.7 49.6 1 -41.3 48.8 1 40.8 - 48.0 1 40A - 472 1 40.0 1 46.4 - 39.6 -43.7 41.6 41.6 403 403 41.6 41.6 39A 39A 39.0 39.0 383 38.5 38.1 38.1 37.7 37.7 372 37.2 36.8 36.8 36.3 36.3 IB -45.1 -55.7 -43.9 -53.3 -43.1 •35.7 43.0 -51.8 - 42.6 -51.0 422 -502 41.8 -49A -413 48.6 -40.9 .47.8 .405 - 47.0 40.1 462 42.1 42.1 40.8 40.8 42.1 42.1 39.9 39.9 39.4 39.4 39.0 39.0 385 385 39.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 -46A -44.4 - 44.0 -43.7 •36A -433 - 32.4 -43.1 -515 42.7 -50.7 422 49.9 41.8 � - 49.1 -41A 48.3 . 41.0 -475 X405 -46.7 42.6 42.6 412 412 416 42.6 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 385 383 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 -44.9 -545 -462 -37.0 -44.0 -519 434 -32.1 43.1 -51.3 417 -505 423 49.7 41.8 48.9 41.4 -48.1 41.0 472 43.0 41.6 41.6 43.0 43.0 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38A 38.4 38.0 38.0 375 375 21 -46.6 -57.6 453 -55.1 46.6 37.6 44.4 -335 44A -32.6 43.6 -51.8 43.1 -51.0 417 -302 42.3 49A . 41.8 485 41A 47.7 43.4 43.4 410 42.0 43A 43A 41.1 41.1 40.7 40.7 402 402 39.7 39.7 39.3 39.3 38.8 38.8 39A 38.4 37.9 37.9 ' 22 47.1 -58.1 459 -55.6 47.1 •38.1 44.9 - 54.0 44.4 -532 44.0 -52.3 . 43.6 -315 43.1 -50.7 42.7 49.9 422 49.0 41.8 482 - 43.8 43.8 42A 42A 43.8 43.8 415 415 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 392 38.7 38.7 3813 38.3 23 475 -58.7 462 -562 47.5 -58.7 453 -545 449 -53.7 -44.4 -529 .44.0 -510 435 -512 43.1 -30.3 416 495 422 48.7 442 442 42.8 418 442 44.2 41.9 41.9 41A 41A 40.9 40.9 40.5 405 40.0 40.0 39.3 39.5 39.1 39.1 38.6 38.6 24 46.0 -592 46.6 - 56.7 48.0 -392 43.7 -33.0 433 - 54.1 449 43.3 44A -325 43.9 -51.6 435 -30.8 43.0 49.9 1416 49.1 - 44.6 44.6 432 432 44.6 44.6 422 422 41.8 41.8 41.3 .41.3 40.8 409 403 40.3 39.9 39.9 39A 39A 38.9 38.9 25 48,4 -39.7 47.0 -57.2 48A 49.7 -46.1 -533 43.7 -54.6 432 - 53.8 44.7 -519 -443 -32.1 43.8 -312 43.4 -50.4 419 493 45.0 43.0 43.3 43.5 43.0 45.0 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 402 402 39.7 39.7 39.3 39.3 26 48.8 -602 47.4 - 37.6 48.8 - 602 -465 - 33.9 46.0 -34.1 45.6 -542 45.1 -33A -44.7 -325 -442 -51.6 43.7 -50.8 433 49.9 43.3 45.3 43.9 43.9 43.3 43.3 42.9 429 42.4 42.4 42.0 42.0 415 415 41.0 41.0 405 405 40.0 40.0 39.6 39.6 - 27 49.2 -60.7 479 -58.1 492 -60.7 -46.9 - 36.4 46.4 -535 45.9 -34.6 433 -33.8 43.0 -32.9 44.6 - 32.0 44.1 -512 43.6 -50.3 - 45.7 43.7 442 442 45.7 44.7 43.3 43.3 418 42.8 413 42.3 41.8 41.8 413 41.3 40.8 40.8 40A 40.4 39.9 39.9. 28 493 - 612 482 -585 49.5 +612 472 -569 46.8 -55.9 463 -55.1 44.8 -542 45A -53.3 44.9 -314 44.4 -31.6. 44.0 -50.7 - 46A 46.0 44.6 44.6 46.0 46.0 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 499 .61.6 485 -59.0 499 41.6 47.6 -572 47.1 - 363 46.6 -333 -462 -54.6 43.7 -33.7 452 - 329 -44.8 -32.0 44.3 -51.1 46.3 46.3 44.9 44.9 46.3 '46.3 43.9 43.9 43A 43A 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 40.9 405 40.5 30 -30.3 -611 48.9 -39.4 - 30.3 ;62.1 47.9 -- - -57.6 47.A - 9 47.0 -35.9 -5 -54.1 43.6 -53.2 45.1 -32.3 44.6 -51A r-� U AF j SUBJECT TO COMPLIANCE WITH ALL FEDERAL G X122013 1 n STATE AND COt 1NTY RULES AND REGULATIONS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART , Address: 1350 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW 13- 0212.05 +62.0 -62.0 +42.6 -46.2 941/2 x 51/4 NO ( +/- 108.1) YES 2 SIDELITE 12- 0208.05 +75.0 -75.0 y 251/2 x $0 .j, 2 x 4 3 DOOR 12- 0208.03 +75.0 -85.0 391/2 x 80 y 12- 0221.09 4 SIDELITE 12- 0208.05 +75.0 -75.0 251/2 x 80 ( +/ -83.4) 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 M'® MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786).315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.my /economy Eurotech Industries, Inc. 4201 NE 12* Terrace Ft. Lauderdale, FL 33334 SCOPE: 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 "PW -800" Aluminum Fixed Window - L.ALL APPROVAL DOCUMENT: Drawing No. W08 -01, titled "Series PW-800 Alum Fixed Window (L.M.I.)", sheets 01 through 05 of 05, dated 01/03/08 with revision "C" dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section Renewal 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 12 -0208.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0212.05 ,W&A Expiration Date: March 27, 2018 Approval Date: February 28, 2013 Page 1 Earotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 69 -0929.13) 2. Drawing No. W08 -01, titled "Series PW -800 Alum Fixed Window (L.M.I.) ", sheets 01 through 05 of 05, dated. 01/03/08 with revision "C" dated 01/30/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0208.04) B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI49 -2632, dated 09/15/09, signed and sealed by Candido F. Font P. E. (Submitted under previous NOA No. 09- 0929.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BETI47 -4156, HETI47- 4157, BET1474165 and HETI- 074166, all dated 09/21/07, signed and sealed by Candido F. Font P. E. (Submitted under previous NOA No. 08 -013L 04) 3. 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI -074158, HETI -07 - 4160 and HET1474164, dated 09/21/07, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08- 0131.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Al Farooq Corporation, dated 01/26/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12-0208.04) 2. Glazing complies with ASTM E1300-04 Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 13-0212.05 Expiration Date: March 27, 2018 Approval Date: February 28, 2013 E -1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114102.09 issued to Solutia, Inc. for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al- Farooq Corporation, dated 01/26/12, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 12 -0208.04) 2. Laboratory compliance letter for Test Report No. HETI -09 2632, issued by Hurricane Engineering & Testing, Inc., dated 09/15/09, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09 -0929.13) 3. Laboratory compliance letters for Test Reports No.'s HETI 47 -0156, HETI -07 -4157, HETI -07 4165, HETI -074166, HETI 47 -4158, HETI -074160 and HETI 47 -4164, issued by Hurricane Engineering & Testing, Inc., all dated 09/21/07, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08 -013L 04) G. OTHERS 1. Notice of Acceptance No. 12 -0208.04, issued to Eurotech Industries, Inc. for their Series "PW -800 Aluminum Fixed Window - L.M.I. ", approved on 12/23/09 and expiring on 03/27/13. (�. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 13-0212.05 Expiration Date: March 27, 2018 Approval Date: February 28, 2013 E -2 V,- I SERIES PW -800 ALUMINUM FILED WMOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. AF'rKUVAL APPUE5 TO SINOLE UNITS OR SIDE BY SIDE COMBINATIONS OF FOL/FIX. OR FIX. WDW. WITH OTHER MIAMI —DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHi7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN -ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO S AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE (SURF i /4 —0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE WALT. SHUTTERS ARE NOT REQUIRED. 3 MAX. iEAO ALL CORNERS z �oo h Ids � 44�IIMA� z O d PRODUCT'RI NBWBD as commmp,ykgwm9mmePlorlde Au No 3 ' X21 I G O6 / /„jjj�ol6 'LS Q 0 U Dam Pcµd" EW.JMD PROM RBVI>RiD � o 0 '• �cauptlr(ngvtliVO�F if :PIA PE B 7ps�2 ,W=M910 w o "JIL M"W Q '' . drawing no. W08 -01 1� �I I 1 II It I I 1� �I I' h I 1 C I, ,I �i _=== = -= 7=== 1 fir~� =- = =- ;1 I; = = = == II 11 I� If II II I� �I a ° MAX i /4 —0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE WALT. SHUTTERS ARE NOT REQUIRED. 3 MAX. iEAO ALL CORNERS z �oo h Ids � 44�IIMA� z O d PRODUCT'RI NBWBD as commmp,ykgwm9mmePlorlde Au No 3 ' X21 I G O6 / /„jjj�ol6 'LS Q 0 U Dam Pcµd" EW.JMD PROM RBVI>RiD � o 0 '• �cauptlr(ngvtliVO�F if :PIA PE B 7ps�2 ,W=M910 w o "JIL M"W Q '' . drawing no. W08 -01 �ph{y i a l7 I WIDTH ANO nimEmom CAN BE ORMED VERTICALLY HORIZONTALLY AS SHOWN ABOVE. a o g CS I ? 3/18° HEAT STREN'O GLASS 3/18° HEAT SMEN'0 GLASS o .090' INTERLAYER 090' INTERIAYER 4 BY�' BY 'SO.UTIA' COMPOSITE gg Z Ml 3/18° HEAT STREN'D GLASS 3/10° HEAT STREN'D GLASS zg %CE � 2800 f salcoNE a /' J GE SCS 2800 N Ol p� SrLAZING OPTIONS PRODUCT �a NGLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). e whhlhoNtalCa � Tr�ea a aa,9rbN � Date 1S drovinG noi was -oi sheet of 5 MMA 0 PACNO WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPAaNG m KSL Fy-155 M) INT OOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC.' OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY &14 SMS OR SELF DRILLING SCREWS (MM 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. _ ,090'7 INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083 -T5 MIN:) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPI A _ EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE 3/4- MIN. CONCRETE AT HEAD, SILL OR JAMBS Pa - 3000 PSI MEN. C -90 HOLLOW/FILLED BLOCK AT JAMBS Pm m 2000 PS MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER.. , (`lz .OS __.6 9H "FAD AH D FROOUCPREVMW GMR a u. /2.e91g3 nA_ 4 Aa� LL 8 � a W L4 Imwing n0. W08 -01 01 . i .i t ij I :I � Us� O Y$ I II .I I ri, .I 4 :I •j �2 Li I E:3n R �8 � O7-a� Tension SERIES PW -800 ALLOA FM W== (L.1AJ AL-FAR OOQ CORPORATION N °; �n' = 1' 113 EUROTECH INDUSTRIES INC E" &'�QD"�D �T m, yn HMO 4201 N.E. 12TH TERRACE F>O M3i174 aaa ears FT. LAUOER!)ALE, Fl.. 33334 TEL (994) 830 -9967 FAX (994) 630 -0217 COMP- ANL \W08 -Q1EW0 V- 7[f'�'�� o�� Ot�� 3.087 �U .098 c F1.772 .543 Z 2.818 ri .083 .413 0� 2.047 (� O FRAME a Pa 4 W� 055 Z ® _a FRAME COVER (OPTIONAL) Z 1.193 .976 1.016 I I I I ,•j � M s o�� N I .OSB v .- � ]--;;a IWO GLAZING BEAD 0 g o 2.290 .azs 4 .409 AA CORN RS 2.290 g ® CORNER KEY m �5� •� C 6 m U Engr. JAVAD MMAD PRODUCCREVI9M °° 9 PRODUCT RBNEWEO FM PEMpL70S92 B co MI va w#6 UV D. o' CAPI. x9J8 �Td�g CDdO tffi COmP1Yia8 wKhOre Fl�da B= f �os EofB 1 y°1e BY �,;. � Mia,n P drowing no. W08 -01 sheet g of 5 ITEM PART � 9UANTITY DESCRIPTION MATBRtAL MANF. /SUPPLIER /REMARRB 1 ER 014 4 WINDOW FRAME gpg3_78 _ 2 H1V 013 4 FRAME COVER (OPTIONAL) 8083 -T8 - 3 ER 078 a GLAZING BEAD 8083 -78 - 4 - 4 CORNER KEY 8083 -T8 - 8 - 4 WEDGE GASKET (78 OUROME7ER) EPDM B - 2/ WDW. SETTING BLOCKS (1 /a° X 1/4° % 2° LONG) - B' FROM ENDS 7 _ _ M I ��E MIAMI -DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE QE ACCEPTANCE (NQA) www.miamldademy /nera Euroteeh Industries, Inc. 4201 NE 12'h Terrace Ft. Lauderdale, FL 33334 SCOPE: 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 PERA - 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. PERA 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 "Sidelite/Transom" Aluminum Fixed Window -- L.IVLL APPROVAL DOCUMENT: Drawing No. W04 -14, titled "Alum. Sidelite/ Transom Windows (L.M.I.) ", sheets 1 through 4 of 4, dated 02/24/04, with revision C dated 01/26/12, prepared by Al— Farooq Corporation, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, 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 Bled 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 NOA # 09- 0506.01 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0208.05 Expiration Date: June 10, 2014 Approval Date: April 19, 2012 L�. f 7/1'2. Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -14, titled "Alum. Sidelite/Transom Windows (L.M.I.) ", sheets 1 through 4 of 4, dated 02/24/04 with revision C dated 01/26/12, prepared by Al— Farooq Corporation, signed and sealed by-Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) .Air Infiltration Tess, 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) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -43 -1331, dated. January 15, 2004, signed and sealed by Rafael E. Droz —Soda, P. E. (Submitted under previous NOA No. 04- 0428.04) 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) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1365, dated January 15, 2004, signed and sealed by Rafael E. Droz- -Seda, P.E: (Submitted under previous NOA No. 04- 0428.04) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI43 -1882, dated January 15, 2004, signed and sealed by Rafael E. Droz —Sella, P.E. (Submitted under previous NOA No. 04- 0428.04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of an aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI - 03 -1889, dated February 03, 2004, signed and sealed by Rafael E. Droz —Sella, P.E. (Submitted under previous NOA No. 04 -04228.04) Manuel er Product Control E er NOA No. 12-0208.05 Expiration Date: June 10, 2014 Approval Date: April 19, 2012 E -1 Eurotech Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNrrnEnl 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared Hurricane Engineering & Testing Inc., Test Report No. HETI -03- -1890, dated February 09, 2004, signed and sealed by Rafael E. Droz- -Seda, P.E. (Submitted under previous NOA No. 44- 0428.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-20 10, prepared by Al- Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 26, 2012, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HETI -03 -1331, HETI -03 -1365, HETI -03 -18829 HETI -03 -1889 and HETI -03 -1890, issued by Hurricane Test Laboratory, Inc., dated January 15, 2004, February 09, 2004 and February 03, 2004, signed and sealed by Rafael E. Droz -Seda, P. E. (Submitted under previous NOA No. 04- 0428.04) G. OTHER 1. Notice of Acceptance No. 09- 0506.01, issued to Eurotech Industries, Inc. for their Series Aluminum Sidelite/Transom Windows - L.M.T. ", approved on 06/15/09 and expiring on 06/10/14. Manuel Pe Product Control Exaddadr NOA No. 12-020&05 Expiration Date: June 10, 2014 Approval Date: April 19, 2012 E -2 37 1/2° 37 FRAME WIDTH SURFACE APPLIED FRAM FALSE MUNTINS MAY BE USED 113 1/2° 3 3/4° MAX. Ia ---�I 3 3/4° MAX. hr = -__ _ -_ -- i 1f - -- II III / I II 1 II/ I 1'Ir �II i Ij SEE SEP!01NOA WOR j RATING AND DETAILS � l 3 3/4° iAAX 13 !4 UNIT WIDTH u I� 81 ii ii II n u EXT.( +) li II 11 u II 24° ® 36" 42• 80° 75. SURFACE APPLIED FALSE MUNTINS MAY BE 75.0 653/4' D.L. OPG. 73 1/8• ii ii 1. 67.0 LEAF WIDTH 84• 7510 75.0 75.0 70.0 75.0 75.0 67.0 67.0 24° 30• 36° 66° 75.0 75.0 75.0 78.0 75.0 75.0 24• 30• 108" 75.0 75.0 75.0 75.0 24° 30• 1120° 75.0 75.0 75.0 75.0 24• 132° 75.0 75.0 6W 88• 72' 78• 45° 62.5 82.8 82.5 62.5 82.5 62.5 62.5 62.5 � ii 10 u r =-- 11' - -- -- '��' - -- nll hr = -__ _ -_ -- i 1f - -- II III / I II 1 II/ I 1'Ir �II i Ij SEE SEP!01NOA WOR j RATING AND DETAILS � l 3 3/4° iAAX 13 27 1/4 °� D.L. OPO. g D.L GPO. NOTE: 34 5/8° M 34 5 /g« GLASS CAPACITIES ON THIS SHEET ARE EAF WIDTH LEAF WIDTH BASED ON ASTM E1300 -04 (3 SEC. GUSTS) TYPICAI ELEVATION AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 SD)ELTTE UNITS !4 UNIT WIDTH u I� 81 ii ii II n u EXT.( +) INT.( -) 24° ® 36" 42• 80° 75. SURFACE APPLIED FALSE MUNTINS MAY BE 75.0 653/4' D.L. OPG. 73 1/8• 67.0 67.0 LEAF WIDTH 27 1/4 °� D.L. OPO. g D.L GPO. NOTE: 34 5/8° M 34 5 /g« GLASS CAPACITIES ON THIS SHEET ARE EAF WIDTH LEAF WIDTH BASED ON ASTM E1300 -04 (3 SEC. GUSTS) TYPICAI ELEVATION AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 SD)ELTTE UNITS DESIGN LOAD OAPACITY - PSF UNIT WIDTH JUNIT HEIGHT EXT.( +) INT.( -) 24° ® 36" 42• 80° 75. 0 75.0 75.0 67.0 67.0 24° 30° 36° 42° 84• 7510 75.0 75.0 70.0 75.0 75.0 67.0 67.0 24° 30• 36° 66° 75.0 75.0 75.0 78.0 75.0 75.0 24• 30• 108" 75.0 75.0 75.0 75.0 24° 30• 1120° 75.0 75.0 75.0 75.0 24• 132° 75.0 75.0 ALUBd SIDI3LITS /TftANSOAd WINDOWS TEES AS SINGLE UNITS OR IN COMBINATION WITH MIAMI -DADE COUNTY APPROVED PRODUCTS USING APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TRANSOM UNITS DESIGN LOAD CAPACITY - PSF UNIT WIDTH UNIT HEIGHT EXT.( +) INT.( -) 60° 66° 72° 78° 84° 90° 66• 36° 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 60° 66° 72• 78° 84° 90° 72.1 72.1 72.1 72.1 72.1 72.1 72.7 72.1 72.11 72.1 72.11 72.1 60° 66° 72° 78° 84° 42° 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 6W 88• 72' 78• 45° 62.5 82.8 82.5 62.5 82.5 62.5 62.5 62.5 Hguii m �O _ I 8 Q Im Z 3 "-M y, no 0 L €?N 't D is QU F THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY � . �� o HURRICANE ZONE (FMiZ). SIOE.TES /TR MISSILE IMPACT. NOT REQUIRED:' Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE LOADS TO THE STRUCTURE. vA AHIJnD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS pyry . f • . PRODUA'RT3M$RO EMBEDMENT TO SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. IM FIE IW ga �v4utReFlad@a s ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE p' � 'd •� NOT FART OF THIS APPROVAI„ tl A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. draw(ng no. COME INTO�CO TRACT WITH NOT THHER DISSIMILAR M SIMAMA m S SCREWS, LvMMEETTTTHE W04 -14 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 4 FOR SPACING 1BY WOOD BUCI 3/18° HEAT STREWD GLASS _.100° INTERLAYER FOR SPACM TYPICAL ANCHORS SENTRYGLAS BY 'OUPGNT' SEE ELEVATIONS FOR SPACING /N �Y 3/18° HEAT STREN'D MASS ¢ F STRUCTURE SILICONE 0 '. GE SCS 2800 MIAMI —DADE COUNTY APPROVED SILOLAZE 0 M & MULLION ANCHORS SEE EE SEPARATE PARATE OA S U ii i. I. GLAZING DETAIL FOR SPACM TYPICAL ANCHORS �V I SEE ELEVATIONS FOR SPACING /N �Y METAL STRUCTURE 0 '. MIAMI —DADE COUNTY APPROVED M & MULLION ANCHORS SEE EE SEPARATE PARATE OA a Q LL \ TYPICAL ANCHORS SEE ELEVATIONS Q ?Q qqq� FOR SPACING 111,AAA666 WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM r- AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING y C1 " -177 KSI. Fy °188 KSI) �Zy INTO WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD yF W ii r THRU 1BY BUCKS INTO CONIC. OR MASONRY G 1 -1/4" MIN, EMBED INTO CONC. OR MASONRY Z DIRECTLY INTO CONC. OR MASONRY' 1 -1/4" MIN. EMBED _ o INTO CONC. OR MASONRY 1/4" DDA T KS OR SELF DRILLING IN SCREWS (ORAOE 8 CRS) o WVW W o F y U4 g INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8- MIN. THK.) v{ (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) rl"CAL EDGE DISTAN n ^ o - R R INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pc - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK fm - 15W PSI MIN. o SEALANTS: 3 s ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEAIANtS. YIA PE�pp 78992 _ MM�� u CAN., 3698' Faft a Date 054 I� 2012 .� drawing no. W04 -14 ITIOf PART B MW. DMKRWnON MATEM" MANP. /ROPn=/RENARES 1 ERM AS WM 9DEUTE FRAME 8083 -T8 - 2 ER012 AS REOD. 9DEUTE LEAF 8083 -T8 S VZ1988 1/ LEAF DOOR BASE BOARD 8083 -TB a vZ -1938 4/ LEAF OIAZIN0 BM eD83 -ra S 2801 AS RMO. OUIZM WKET VINYL - 8 1001/90 1/ CORNER CORNER KEY ALUMMM MONTICELLO . 7 j SOS 2800 AS REOD. I 9OEUTE LEAF SEAIAW 9UC N1E 0E 8 Q12 X 1 -1/4 - I FRAME ASSEMBLY SCREYJS - Isw m ro 2 2 IIK a �R Q& 4 �Ols J aW i � P, a0� cl N c=i Wei 1R W4EO g<m� On ��709i B2 g F. CAN. m 1 AM8'P1AQDaD� %� 8 tl $ b .(UIL By drawing no. W04 -14 i 3.837 .070 10 1.815 1.834 ® t0 0 2.888 U 1.772 DOOR FRAME 3 n ,.771 M i d 2 i 3.1173 .070 L 2.8,9 � ,.024 z.oa7 z DOOR LEAF w 1.772 ,4 FRAME TOP /BOTTOM CORNER �ZNQ� .087 3.837 �, 8 Z " 3.177 2.821 0 0 ,.838• -�1 DOOR BASE BOARD COX 1.000 .848 ow 1.016 $5$ —I GLAZING BEAD a m u LEAF CORNERS $g Ergr: JAz4 • a lmao ' • PRODUCP REYIS» d 'a 1u .P•�• 7�ea � C0A1nMns Wuhlho Niorida 7 c ME �sss , BidldtvgCoN � B " °°,� Y 2412 �,,•. Pmdaot drawing no. • ` •' W04 -14 � � sheet 4ot 4 MIAMFDI�DE MIAMI DADECOUNTY t PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE ffOA} www.miamidade.gov /sera SIW Impact Windows, LLC �- 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: 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 PERA - Product Control Section to be used in Miami Dade County and other area 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. PERA 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: Clipped, Extruded Aluminum Tube Mullion – L.NU. APPROVAL DOCUMENT: Drawing No. M07 -04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10 /01 /07, with revision C dated 12106/11, prepared by Al -Famoq Corporation, 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 NPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product ConfiroI Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change .in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature.. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10- 1004.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.09 AMi�QADE ... au Expiration Date: November 21, 2017 r0q, A pproval Date: April 26, 2012 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07 -04, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 10 /01 /07, with revision C dated 12/06/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 ' along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4107, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07-- 1016.06) 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) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single t hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. AETI -07 -4108, dated 03/26/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #47- 11116.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared_ by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4115, dated 04/09/07, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #07 -1010 06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #11- 1004.01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) `11�Aw . Manuel P.E. Product Contr I E iaer NOA No. - 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E -1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated December OS, 2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER I. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. Manuel Per . Product Control am r NOA No. 12 .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E -2 Lm MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULUONS USING MULL ION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. - ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVMG (STUCCO, TIE ETC .). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. NATSOU INCWDING BUT NOT LIITED'TO STEBS ii AL SCREWS, THAT CONE INTO CONTACT WITH OTHER DISSNIIAR MATERIALS MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 8.000 I ' INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MULLIONS CONTAINING TYPICAL GLAZING PRODU TS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ,STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 { FOR PARTKx11AR OPENING. .STEP .a USE MAN -DADE COUNTY APPROVED GLAZING PROIGUCTS MEETING ABOVE LOAD REQUIREMENTS. . STEP 3 USE CONNECTION To MULLION AS PER PRMICT I APPROVAL. USING .CHARTS ON MEET 3 SELECT LNWON WffH .i?� DESIGN RATING MORE THAN DESIGN LOAD SPECIFl IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET' S THRU 7 AND,ANCHOR CHARTS STEP ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN ST 1 ABOVE JcT FLA. PE i 70882 '. PRODUCTRBYIND ® NYTuBaUhDoNt�Qa BdTdffiO CAN. 3858 NO Dare i7 4�1 BByy � Adiami 4..v 0 �o 8� O �N N Z FO" 161 Z avm A No) d craw ng no. Mal -04 1.000 Jam- 1.000 - .690 .376 c � ,.000 Q 128 �7 7YP. JIM Zm .128 .128 1.sso �Q ?j 4.000 4.000 4.aW 3.000 128 8 h TYR V 780 L.0 LLU O nONAL p d1 9 3780 MUWON CLIP (0003 -Ta) 5 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT. TO ANGLES) STD. MULLION SID. MULLION mm MU � SON CUSTOM MULLION CLIP LENGM musr BE qrr M RT SNUG 0063 -T6 6063 -TS 0003 -T6 6063 -T6 INTO 1BY TUBE MUWONS. 2.000 2.000 0 �o t.66O w ga —24W— —2=— t„ �1 tea .280 � TP. TYP. .126 2.800 Z U .� 1.03o z 125 a. 8 m 6.00o e.000 g }� TYP. rYP. _ 4.000 4.000 3.750 Q N n D NOTCH L LI L I— L----i OPTIONAL MULLION CUP (6063 -76) 2 X 4 2 X 4 2 X 6 2 X 6 (ALT. TO ANMM) STD 1MlUWON HEAVY MULLION SID, MUWON HEAVY MUU_ION CUP LENGW MUST BE CUT. TO FIT SNUG � $ 6063 -TO 6063 -T6 6063 -T0 - 0063 -T6 INTO 20Y TUBE MUWONS. gg NOTCH o �^ OPTIONAL m a m all .128 2.000 �" JAVAD M AD PRODUCTRUVRM FIA, , 7ds6a - eomAykswbhgm c CA� �jgy6 9nadPogCode AccePteuooNo�a /? LLI BBy� ,ate "- 2000 —�I Nr lrt,mU P„nd„¢t drawing no. ANGLE CLIP A� X07 -04 eO63 -T6 eheat 2 O} " ",•• � "" zsz"lz (ass) xva (199) -a. BL69CM (sari xvd Oms-vw Lgoe) -ml 96y££ 'lW `Hov3e xvV m0 VILTMvrnHWw% m ZOL# '3AV SMMON00 'S 9L6 anV cs *M's BE= mawdai1 ma iormc* d -a SHMNION3 MI %MOCINtM IDVdWl .Ms e NOLLVHOdaOO 000avA-jv SNfOmnn 38ru. Wf1NInmy DS aaa4 �dt ,et g9 5 :1 n m R °.m�nmommmvntgm�mm,gnqKmo�4Ra .o- p c� c a� a, w� 0 ca N ZAA y �mmmPFFlv n31IS >;ou 3DN»q f f ^ Li1HS E 301M0 41 m;?,^_ WA = ew F ma S$w moo 1 �I rA ._1 ,_1 .� _ e1 ,.ml �e7 0 n I t i I FFFiii c� c a� a, w� 0 ca N LA4 ZAA y �mmmPFFlv n31IS >;ou 3DN»q f f ^ Li1HS E 301M0 41 m;?,^_ WA = ew F ma S$w uo LA4 ZAA y �mmmPFFlv f f ^ tl 41 m;?,^_ a$ iC F ma S$w u 211 c t 7 lt-WZt O a1NVH .Lq -�p G ae t-ez-so e rn >h Qi1tlOtlM1 80 -Lt-flO v •t ° .P✓t C r ou c :sao(w� Asp to to of �a a m its $ f N $ t �mmmPFFlv ^ °mm'n 41 m;?,^_ a$ iC F ma S$w St.��ED3 1 �I rA ._1 ,_1 .� _ e1 ,.ml �e7 0 n I t i I FFFiii co 6 vP .,{ � � gM*l n 1 I I 1 I 1 I� 1 1 I 1 1 I 1 1 1 I I I 1 1 I 1 I I 1 � ffiffi z . W rx a^mI m N FF VV XW m Q Ld lil I p 4�} Xaa. y o g R�Sl�RSLR��RR5lSl�aS,$��SLR52� o 0 0, o g q q q q o 0 0 o q o Cl q tD x sC to o qq 53 oeoo SR � RRSLR�SI SiR$ RR R$.9 N P p cn r }� 4 o $$$ 0 0 o g o R �9$ g o o e o qo «Q".�$�$R$9iSi�fa4RR9`rrSe4$$$� q eooeeo g q q gg o o q q q q g Sri d N U to •- � tW$ LJ y M 1 po g ri � o 0 a p M7 n o q p e M n� o q p M«� R o o 0 o �� q o a Ml � (Qj �pj q n g o o �/ � 4 R p e n M 4 R e p 1�i n ° �Qj p �'l q p Qd n M 4 4 e p v7 n R N 4 �Qj o n �i 4 4° p p n n p 17 � < q ptl(}j O m�� a S m � Z p F Z o CL �oj eja eop o (Oj ao pg oq 4 q po R o3 0o p4 e4 tnY 14 .,} g po 04 04 R .. mm �ej O �Nj m ry m oq a �f �m7 gym] n pmp 4 ID m 1p�i tQ Y a -g; ii 0- -�..o � -; I�'n .ncn' 19 :'a�� I'I �e��n mgg400gqw�m'7ryoo4a3�mo bt — - m la DESIGN LOAD CAPACITY - PEW ' WINDOW DIMS. ANCHORS TYPE WIDTH (11) MULL SPAN A IS C D 19 -1/8" 28-1/2° 30° 37" 42° 48° 54° 60" 68° 72° 38 -3/8' 130A 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.5 130.0 130.0 139,0 108.1 84.4 8.7 130.0 92.9 73.8 2.6 130.0 82.6 88.8 0.1 130.0 74.3 89.1 M120.190.1 .1 130.0 67.5 53.7 9 130.0 61.9 49.2 .0 130.0 28 -1/2" 30" 37° 42° 48° 54° 80° 68° 72° 84" 130.0 130.0 0.0 130.0 127.3 1242 0.0 130.0 112.6 130.0 130.0 130.0 01.3 130.0 110.7 130.0 SO,5 130.0 97.5 130.0 70.4 113.8 852 130.0 62.6 101.1 78.9 130.0 58.3 91.0 88.3 130.0 31.2 82.7 62.1 124.1 46.9 78.9 86.9 1139 19 -1/8° 28 -1/2` 30° 37° 42° 48° 84° 80° 88° 72° 83, 130.0 130.0 130.0 130.0 102.5 130.0 124.2 130.0 90.5 130.0 108.7 130.0 73.4 118.6 89.0 130.0 64.7 104.6 78.4 130.0 56.8 91.4 68.8 130.0 5021 81.3 61.0 1219 483 73.1 64.9 109.7 41.1 688 49.9 99.7 37.7 81.0 45.7 91.4 19 -1/8` 26 -1/2° 30° 37° 42° 48" 94° 80° 66" 72° 74 -1/4" 120.5 130.0 130.0 130.0 86.9 130.0 105.4 130.0 799 124.1 93.1 130.0 82.3 100.6 758 130.0 84.9 88.7 66.5 130.0 49.0 77.8 58.2 118.4 42.7 89.0 81.7 1 1014 38.4 62.1 463 1 93.1 34.9 58.4 42.3 84.6 32.0 51.7 38.8 77.6 DESIGN LOAD CAPACITY - PSP WINDOW DUM. ANCHORS TYPE WOTN (W) MULL SPAN A B C D 19 -1/8° 26 -1/2° 30" 37` 42° 48° 54° 80" 88° 72° 78° 114.7 130.0 130.0 130.0 82.8 130.0 100.3 130.0 73.1 118.2 88.8 130.0 59.3 95.8 71.9 130.0 522 84.4 63.3 126.6 45.7 73.8 55.4 110.8 40.6 88.8 1 492 98.5 38.6 89.1 44.3 88.6 332 53.7 40.3 80.8 30.5 49.2 36.9 73.8 19 -1/8° 26 -1/2" 30° 0 42` 48° 54° 80° 86° ° 84" 106.5 130.0 129.1 130.0 78.9 1242 032 130.0 67.9 _ 109.7 82.3 104.7 85.0 89.0 66.7 130.0 48.6 78.4 589 74.8 42.4 68.6 51.4 102.9 37.7 61.0 45.7 91.4 33.9 54.9 41.1 82.3 30.9 48.9 37.4 74.8 28.3 45.7 34.3 sag 19 -1/8` 28 30" 37" 42° 48° 54° 68' 72° 88' 93.2 130.0 112.9 130.0 67.2 108.7 818 1 69.4 96.0 710 130.0 48.2 77.8 58.4 1189 42.4 68.8 51.4 102.9 37.1 60.0 45.0 90.0 33.0 83.3 40.0 80.0 29.7 48.0 36.0 72.0 27.0 43.6 32.7 65.5 24.8 40.0 30.0 60.0 19 -1/8° 26 -1/2° 30° 37° 42` 48" 54" 60° 88° 72" 100" 82.8 133.9 100.4 130.0 59.6 96.8 72.5 130.0 52.8 85.3 04.0 125.0 42.8 692 51.9 1039 37.7 61.0 48.7 91.4 33.0 $3.3 40.0 80.0 .3 47.4 35.6 71.1 .4 42.7 32.0 84.0 ,0 r22.0 389 29.1 58.2 35.6 28.7 53.3 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D 19 -118" 26 -1/2" W. 37° 42' 48" 54° 60° 68° 72" 120° 74.5 120.5 90.4 130.0 53.8 88.9 65.2 130.0 47.5 76.8 57.9 115.2 38.8 62.3 46.7 93.4 33.9 84.9 41.1 82.3 29.7 48.0 36.0 72.0 26.4 42.7 1 32,0 84.0 23.8 38.4 28.8 57.8 21.6 34.9 282 52.4 - 32.0 24.0 48.0 19 -1/8° 26 -1/2" 30" 37" 42" 48" 54" SO" 88° 72° 132° 87.8 109.5 82.1 130.0 48.9 79.0 59.3 118.6 43.2 69.8 52.4 104.7 35.0 86.6 428 84.9 30.9 49.9 37.4 74.8 27.0 43.6 32.7 65.5 24.0 39.8 29.1 882 21.6 34.9 282 514 - 31.7 23.8 47.8 - 29.1 219 43.6 19 -1/8° 26 -1/2" 30" 3Y' 42" 48° 84" 144° 82.1 10114 753 130.0 44.8 729 54.3 108.7 39.6 64.0 48.0 96.0 32.1 51.9 38.8 778 28.3 48.7 343 68.8 249 40.0 30.0 80.0 22.0 35.8 28.7 53.3 TYPE As.CCOOR D- A.%C OR ANCHORS D W1 WZ nPE AAC OR D Vry Z 0 it O 2 a n 9 01 O No j -j a t{j m OQM g LLZ I�' 2 �o r z ac,m r HORIZONTAL MULLION } ARCAS TO BE INSCRIM INSIDE RECTANGULAR SHAPE 07 ii:!.� OUTING ETAL #1 GUZM GIAZWG �ll�il PRODUCT MULLION SPAN A.%C OR ANCHORS D W1 WZ nPE AAC OR D Vry Z 0 it O 2 a n 9 01 O No j -j a t{j m OQM g LLZ I�' 2 �o r z ac,m r HORIZONTAL MULLION } ARCAS TO BE INSCRIM INSIDE RECTANGULAR SHAPE 07 ii:!.� OUTING ETAL #1 GUZM GIAZWG PRODUCT PRODUCT MULLION SPAN It% 3 CHORS AAN ,9,C OR D TYPICAL_ MULLION ARRANGEMENTS r -'y" W o + W2 Engrs.v`vaf 0' WIDTH RB ( ) Wt PRODUCf 2 TL. PE 70892 1 0 ��8'YIQB g CAN. - i�ou VM /7 ANC -TORS ��,1 �� drGWi� "9 ° °. I 1 /4 ° DV4 ULTIVd;ONS Ed. 2 PER CUP (1 ON EACIT WINO) WOOD 2 PER 1 z Cul CLIP ^\ ■ei L a WOOD 1/4' DIA 1 2 K M1/S• OLE I ANIl GLEBo MIN. 1 /4' DW ULTRACONS BY I=' ULTRACONS MAY BE HOC OR RAT HEAD SUBSTRATE Ed.. MIN. EDGE DIST. MIN, EMBEDMENT WOOD 1° 1 -31S° BLOCK 2 -1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2° n 0 O z �0 n El a 3 In 1Z 3 �o w g m omZ (Lo �+ m R ^ ^ ALL CUPS AND ANGLES TO m SNUG INTO TUBE M=ONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI — RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR a m v WATER —WHITE METIVOr LATE LACQUER. Enpn JAVNJ AtUy1D .. PRODUCT'RBVISED °n e CIWL . —Tlyhm WlththOFbTiQB Q M PE . ' TD$efi' . . BuUdieg C7odo $ M cA rL A=Vtmm No Alf- Daft sy �7 . drawing no. I • i�o�"'o�• �, • sheet $ of 7 1/4° DIA. ULTRACONS 4 PER CUP (1 ON EACH WDTO) Ed 2° � rU11.LC -- - -- WOOD BUCK 1/4" DIA. ULTR i CUP (1 ON EACH WOOD BUCK OR WOOD STRUCTURE 1/4° DIA. 2 FLOATING CUP / l, 'I L2aLUM2 X 1 B° X14 SMS J I(j 111If 2" O.C. MIN. I I 2 PER ANGLE ! ! ANCHORS TYPE 'B' 1/4° DHa ULTRACONS 1/4° DUL ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1 PER ANGLE- .•• ° •'•.t a °c'^1 r•Q .` -. I.... .••I.: °. 'MIN. .t. °aW•,° •.I I.,'.. •..I�1 °• t�I•• 'I FLOATING CUP 014 SMS 1 I I I 22p R �LE 1/4° DIA. ULTRACONS BY 'ELOO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE U - MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1° 1 -3/8" BLOCK 2 -1/2° 1 -1 /4° CONCRETE 2 -1/2° 1 -1/2° ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WTTH NXAU— RESWANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. AN i/4" DUl ULTRACON5 2 PER CUP (1 QN EACH WING) ro Z e C c O � g� X 1 S° }� i3 z d Q Vj CVO N 3(��"1,j 15-z° z� z aim PRO ACMG400 No &PAI 9 F.xslfuol'AVa 56/ .y 3 BY drOwfng no. M07 -04 /14 Y PEF 1/4° DIA. ULTRACONS #14 SMS 1 -1/2° O.C. IdIN. 3 PER ANGLE LOCATION OF SCREWS CONNECT= ANGLES 70 TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLION. ANCHORS TYPE 'D' 1/4' DIA. ULTRA 2 PER A 1/4' DIA. ULTRACONS BY 'ELCO' UL RADON MAY BE IEEK OR FEAT HEAD SUBSTRATE Ed. - W EDGE DIST, MIN. EMBEDMENT WOOD 1' 14 S.M.& 2/ CHANNEL TUB MULLION 13LOOK 2 -1/2° CONCRETE 2-1/2' 1 -1/2' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TD MASONRY TO BE PROTECTED WITH &M- RESISTANT COATING$ SUCH AS BITUMINOUS PAW OR WATER -WHITE METHACMATE U=UER. . •JAYAO PRODUCTRBIMM Q C RA PE -"Solt aqc0n*yhqwaft Bx �ro it 17 o` B ��' Mlemt MWIng no. d .., M07 -04 ahaet 7 of 7 14 S.M.& 2/ CHANNEL TUB MULLION p Z gggj - - ----- ------- ------- -------- s X14 F.H. � �E 8� 1/e' THICK ALUM CHANNEL 1 I ' LENGTH 10 FR SNUG d INTO MULLION i TUBE MULLION Q n I 1 SY yW� (G{1 BE NOTCHED I'D ALLOW IN SrauanoN {a1, I AFTER ASSEMBLY 14 FN SMS PER CUP FOR CHARTS A. B OR C 3 PER CUP FOR CHART D ACCESS HOLE 1 -1/2' O.C. MEN. - - - - -- - - -___- -- - -- 0 JO w d' gS¢M W I -41 THIS SCREW GW BE I I 2 Z U I I �M 14 FH SMS DIRECTION N PER CUP I GO ,U W 1° O.C. MIN. I j 1 -3/4' X 2' X 1/B' (FOR 2BY 3/4° X 2' X 1 /B° FOR (16Y ALUM AN O CUT TO RT SNUG INSIDE TUBE ANCHORS DETAIL #1 `o � METAL TO METAL CONNECTION ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TD MASONRY TO BE PROTECTED WITH &M- RESISTANT COATING$ SUCH AS BITUMINOUS PAW OR WATER -WHITE METHACMATE U=UER. . •JAYAO PRODUCTRBIMM Q C RA PE -"Solt aqc0n*yhqwaft Bx �ro it 17 o` B ��' Mlemt MWIng no. d .., M07 -04 ahaet 7 of 7 I� DADE MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w.mi midade. v era/ Eurotech industries, Inc. 4201 NE 12 Terrace Fort Lauderdale, FL 33334 SCOPE: 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 PERA - 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 hive 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. PERA reservds 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: Aluminum Outswing Entrance Door -LNII APPROVAL DOCUMENT: Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL -Famoq Corporation, 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:' I. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. 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 NOA 0 09- 0310.05 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. Mu► aqunuwlyj r Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09- 0310.05) 2. Drawing No. W04 -01 Rev C, titled "AIuminum Outswing Entrance Door ", sheets I through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0310.05) 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03 -1882, 08- 1889, 08 -18890 and 08 -2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 08- 0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dtd 01/29 /04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC 2010, prepared by Al Farooq Corporation, dated FEB 02, 2012, signed and sealed by Javad Ahmad, P.E. 2. Anchor Calculations and structural analysis, prepared by AI- Farooq Corp., dated 04/28/08 and last revised on 06- 02 -09, signed and sealed by Arshad Viqar, P.E. (transferred from file # 09- 0310.05) 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. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass 0 Plus ", expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer", expiring on 12/11/16. F. STATEMENTS I. Statement letter of conformance to FBC 2010 & no financial interest, prepared by Al Farooq Corporation, dated 01/25/12, signed and sealed by Javad Ahmad, F.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA # 09- 0310.05, expiring on June 10, 2014. 2. Test proposal # 07 -3527 approved by BCCO. 15ken9 \ . UA 4� Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.03 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -1 e SEE SfPI TE NOA FOR T RATING D DETAILS - ---- - - - - -- II /. n =_rte it 1 / ii f3 n M Z ALUMINUM 0UT3WI G ENTHANcE Doog APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (xx) LEAF DOORS, ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI -DADE COUNTY APPROVED MULLION IN BETWEEN, LOWER DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 13° n / II / III/ ^I D / ACI W LEAF u II 7 II /dl . /FYI II I n f! \" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IWTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL//MPAETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT RI SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.6.4. 31 3/4° ).L OPG. M sa 1ia° SURFACE J FALSE MU? MAY BE U! (2) ADDL ANCHORS THESE WORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, 770 V SHUTTERS ARE NOi REQUIRED. FIA PE 7089¢ CAX pae v fay"' s h Z d V) 5"1 Of �+ W wo &ogW W cv, R [th drawing no. W04 -01 DESIGN TOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'A' WIDTH HEIGHT EXT. ( +) I INT. (-) 2/6 3/0 3/8 6/8 75.0 85.0 75. 75.0 0 88.0 2 8 310 7/0 2/8 3/0 3/3 7/0 75.0 85.0 75.0 85.0 2/6 3/0 3/6 8/0 75.0 85.0 75.0 85.0 78.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCXS SINGLE DOORS• 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4' X 16 -1/4' LONG ATTACHED WITH (2) 08 X 3/4' SMS BINGES SINGLE DOORS TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'OIL'SSE' (5) PER LEAF AT 6', 12', 35'. 63 -1/2' AND 82 -1/2' FROM TOP OF DOOR / / / / \ DESIGN LOAD CAPACITY - PSF SINGLE (X ) DOORS DOOR SIZE I GLASS TYPE 'B' WIDTH HEIGHT EXT. { +) INT. (-) 2/8 310 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/8 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/8 3/0 3/3 S/0 100.0 140.0 100.0 140.0 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCOS SINGLE DOORS: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART 002181 ATTACHED WITH (4) 010 X 1 -1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 38' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1 -1/4' X 1/4' X16 -1/4' LANG ATTACHED WITH (2) 08 X 3/4' SMS GLE_D00 TWO- HANDED COMB HMO EXTRUDED ALUMINUM BRIDGE 2 BY 'GESSE' A )3 8° % 2873%8 AND SM/0 DOORS TOP AND BOTTOM. ONE AT MMISPAN APAB)3 3 � T. 88/B °fROM TOP AND BOTTOM DESIGN TOAD CAPACITY - PSF DOUDTE (XX) DOORS DOOR SIZE JOE ABS TYPE 'A' OR 'B' WIDTH MOOT I EXT. ( +) IM: ( -) 5/0 8/8 75.0 75.0 75.0 75.0 6/4 DOOR LEAF 5/0 7/0 75.0 75.0 75.0 75.0 6/4 5/0 8/1 75.0 75.0 75.0 75.0 8/4 - LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. LIMB EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM 0 PART f READ. DESCRMON MATERIAL MANF. /SUPPLIER/RBMARKS i ER008 AS REOD. DOOR FRAME $083 TO 2 ER012 AS READ. DOOR LEAF 5083 -TB 3 VZ1688 1/ LEAF DOOR BASE BOARD 8053 -T8 4 VZ -1483 1/ DOOR FRAME SILL 8083 -T8 - 5 - 1/ DOOR SILL BASE 8083 -T8 6 VZ -1461 AS REOD. ASTRAGAL STILE 8063 -T6 7 VZ -1838 4/ LEAF GLAZING BFAD 6083 -T8 - 8 2801 AS REDD. GIAM0 OASKEi EPDM MIROMETER 75X5 SHORE A `Y 10 1001/80 1/ CORNER CORNER KEY ALIRGNUM MONTICELLO 11 00800% 4/ LEAF HINGES ALUMINUM OEM 12 810 X 3/8' 4/ HINGE MM INSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS REDD. BULB W'STRIPPINO F114 010 x 2' AS REOD. ASSEMBLY SCREWS - HH SELF DR41M 8 #12 X 1 -1/4 FRAME ASSEMBLY SCREWS BUS LOCKS DOUBLE DOORS; ACTIVE LFJ�F: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) ®8 X 1 -1/2' SMS, 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUD TURN ON INTERIOR. AMA eF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART 002168 ATTACHED WITH (4) #8 X 1 -1/2' SMS. HINGES DOUBLE DOORS- TWO-HANDED COMB KING EXTRUDED ALUMINUM MIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6'. 12'. W. 63 -1/2' AND 92 -1/2' FROM TOP OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. S' HEAT STREN'D GLASS INTERIAYER RE PV13 BY 'DUPONT, 1 /18° HEAT SfREH'0 GLASS SILICONE F GE SCS 2800 Zs SILGAZE II 4 r 8 i n HEAT STREN'0 GLASS 100' INTERLAYER 1ENTRYGLAS BY 'DUPONT' T -3/16° HEAT STREWD GLASS GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS rwummum 8y wo Hli44T116 0o, IO !!Px m"' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -218 .. i G W. CAN. 0 Igo It n 4 W ally, n a Its _ O t�1 o W W r7 Lu O� a�x o z�^ �zs a�tE0 drowing no. W04 -01 1BY TYPICAL ANQ WOOD BUCK SEE ELENATIO FOR SPACING E <� I vus C. MA%. " SMS LAX. F SILL DOORS 412Q12 v 0 �ggq� 4(y h ga a 4 r�n o� Z " Ld Z U oz divo t LHi___ujb! drawing no. W04 -01 WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. PICAL AMCH.QaL SEE ELEV. FOR SPACING u.177 K% FY =188 KSI) IN OOD STRUCTURES 1 -3/8- MIN. PENETRATION INTO WOOD THRU 19Y BUCKS INTO CONIC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY 814 SMS 09 SELF DRILLING SCREWS (OWE 2 CRS) No INTO MIAMI -DADE COUNTY APPROVED MULLIONS INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL DG DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4- MIN. -D -0 3 ImIs A CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI NUN. I C -00 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEAIf1NTS. 412Q12 v 0 �ggq� 4(y h ga a 4 r�n o� Z " Ld Z U oz divo t LHi___ujb! drawing no. W04 -01 u 1 a 1/4° MAX, a SHIM SPACE 1/4° MAX. O 7d 1/4' MAX* SHIM SHIM NESTR CTURE 9M.5 TYPICAL ANCHORS OR WOOD BU �a ACTIVE LEAF SEE SPACING WOOD ti 13 13 _ Q 4 TYPICALE" a m A FOR SPACING re 12 t3 �- EXTERIOR is n i 1 2 D.L. OPG. SE EIV. ORS � LEAF WIDTH Z FRAME WIDTH SINGLE DOOR MIAMI-DARE COUNTY t` PROVED&WLLWON O Z n SEE MAX. _ II Ir t SHIM C� W it I� tBY o FW_ • Q y^ `------ - - - - -- Z i WOOD BUCK 0 QK 3i SEE SEPARATE Nat �4 I t r t t ACTIVE LEAF IN— ACTIVE LEAF 7 N FOR SIDEUTE RATING AND DETAILS p j j sae_ ; sane 11 I -. y1 - 0 C TYPICAL ANCHORS SEE ELFV. 12 13 ' : '" . ••. '. FOR SPACING 0.40. t t 2 EXTERIOR \&18 X 3/4" D.L OM bS , LEAF WIDTH lialE WIDTH s m o FRAME WIDTH LL DOUBLE DOOR Enon JAY AH 1 0 0 rPHQBUCT wMi 6w Fk1M1 � `Sb3S0892 0 1 2��2 drawing no. �� W04 -01 sheet 4 01 5 0 3.937 10 070 i � 4� 10 1.818 1.834 leA 0 ,,772- 0 DOOR FRAME I $ °I• I 4127 IT I Hill e 3.673 L 19 v cj 2.047 FRAME TOP CORNER O Z Q O DOOR LEAF °/ n W CW1 1.772• -1 t4 ,4 t7 ? •/ � 5J� N�i6 .087 3.937 6 O 3.177 2.921 r0 Z g ,.639 0 DOOR BASE BOARD C2.41012 .139.099 � 7 1.794 ,oW 06 �° .571 �_ fRAME BOTTOM CORNER �{,tr t, yH�,, � h- 1.772 -+�I .74A LEAF CORNERS O FRAME SILL O ASTRAGAL STILE •ngrY A) A ,D Ei. .o� ru ". �scas. Ss3s094 .848 16 $ 8 1.207 $� drawing no. Q SILL BASE Q GLAZING BEAD I W04 -01 sheet 5 of 5 v S°- 13-Zk °`t NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE {HOSTED ON TI-E JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.9 t - 52.0'5 • QZZ? -QQ JQl 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. of property and 2. Description of Improvement: 1 1111!1 1 III 111111111 lilll lliil llll IIII Ili! C-FN 211313R0749751 OR Bh 29830 Ps 31599 (fps: RECORDED 09/20/2013 09939905 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office 3 Owner(s) name and addresk Gird) o i Interest in property:�e °✓ir — Name and address of fee simple titleholder 4. Contractor's name, address and phone num A"A AA 5. Surety: (Payment bond required by owner from co ' Ave X12 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 reoording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COM MENCEMENT 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 COMMENCING WORK OR RECORDING Y UR NOTICE OF COMMENCEMENT. Signatures) of ) o n h ri�e�i O%er /Director /Partner/Manager Prepared B a I Prepared By Print Name a (/-1 Print Name M TItle/Office C-� �s s n Me/Office Apood F1 3TI STATE OF FLORIDA �FL393t2 COUNTY OF MIAMI -DADE B e foregoing ins tfumt, t Was ac nowledge4 before me this _day of 10MI10I,00 \ •,.�� /� 0 Individually, or ❑ as for • ❑ Personally known, or roduced the following type of identification: : • Signature of Notary Public: . - - —, �•® • I Print Name: 1' t 6P fFF03= •� (SEAL) F V V0.44 -ftWO.9 p; VERIFICATION PURSUANT TO SECTION 92.W5, 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. Signatures) o w a,(�j Qr Ow Authorized Officer/Director/Partner/Manager who By � +� By 1901.5E FPM3 071E STATE OF FLO I HEREBY CE COUNTY OF DAOE 11111' this It a tnrs 00PY of MO On day of AD20 Hof Cimu�ft and Cou* Courts D.C. Miami Shores Village Building .Department 90050 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: BUMDIn JOB ADDRESS: 131 _- FBC 20 tC) Permit No. n Master Permit No. W3 13 4W ROOFING City: Nami Shores County: Miami Dade gip. 33138 Folio/Parcel #: 11- 3205 -23 -0010, MIAMI SHORES BAY PARK ESTS PB 55 -83 LOT 1 BLK 1 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): RICARDO J & ISABELLE ROMAN phone#: 305 - 757 -5446 Address: 1310 NE 101 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: FLORIDA HOME - IMPROVEMENT ASSOC. Phone#: 954 -792 -4415 x 243 Address: 4070 SW 30 AVE city: HOLLYWOOD State: FL zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792 -4415 State Certification or Registration #: CGC061890 Certificate of Competency #: Contact Phone#: 954-792 -4415 Email Address: PERMITS @FHAPRODUCTS.COM DESIGNER: Architect/Engineer. GARY MCDOUGLE Value of Work for this permit: $12,300.00 Square/Linear Footage of Work: 561 - 752 -5440 Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work: REPLACEMENT OF 4 IMPACT WINDOWS AND 1 DOOR Submittal Fee Scanning Fee $ Notary $ Color thru tile: Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO /CC $ DBPR $ Bond $_ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ O Bonding Company's Name (if applicable) Bonding Company's Address A City State Zip r' Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law 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 V Owner or Agent The foregoing instrument was acknowledged before me this 17 day of SEP . 20 �, by s-Sb o+E ►' who is personally known to m¢ or wXo has4oduced Signature Contractor The foregoing instrument was acknowledged before me this 17 day of SEP . 20 _, by WAYNE T. BURNE77 who is personally known to me or who has produced id ntifi 'on and who did take an oath. as idenoeattion and who did take an oath. NOTARY PUBLIC �za� °�iNHDO Qllq�� // NOTARY PUBL1,6 Sign: Z ?D&i $ Sign: Print: WILFREDO Gd—N ULEZ Print: CAROLINA MARTINEZ My Commission Expires: $� �� Expo' ��101 ' es � d� •�Qp�l` My Commission .,,. '�e °nlirn,ii»��` APPROVED BY f )`l® Plans Examiner Zoning AI 40114-1 Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06110/2009)(Revised 3/15/09) Miami -Dade My Home v My Home W.I Show Me: Property Information Search By: Select Item Text only 'S,Ir. Report Homestead Fraud 113 Propertv Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205 - 023 -0010 Property: 1310 NE 101 ST Mailing RICARDO J ROMAN &W Address: ISABELLE A kSq 1310 NE 101 ST MIAMI SHORES FL 133138-2611 Pronertv Information: e: 1600 SGL FAMILY - 2012 501 -4000 SO $714,796 0001 RESIDENTIAL - Buildin Value: SINGLE FAMILY kSq 3/2 Taxable 1 a e: 2,904 Lot Size: 14,305.06 SQ FT Year Built: 1953 $541958 M SHORES BAY PK $50,000/ ESTS PB 55-83 LOT 1 Legal BLK 1 LOT SIZE 92.890 Description: 154 OR 15117 -2849 $50,000/ 0691 1 OR 15117 -2849 691 00 Assessment Information: ear: 2013 2012 Land al e : $714,796 $687,075 Buildin Value: $358,6961$ YES Market Value: $1,073,491$1,085,4 Taxable ssessed Value: $602,021 1 $591,958 Exemntinn Infnrmatinn- ear: 2013 2012 Homestead: $25,000 $25,000 12nd Homestead: YES YES Taxahle Value Infnrmatinn- ear: 2013 2012 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,0001 $552,021 $541958 County: $50,000/ $50,000/ $552,021 1 $541,958 City: $50,000/ $50,000) $552,021 $541,958 School Board: $25,000/ $25,000/ $577,021 $566,958 Sale Information: IlSale Date: /1991 Pagel of 2 Aerial Photography - 2012 0 ......... 117 ft My Home I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http://gisims2.miamidade.gov/myhome/propmap.asp Legend Property Boundary Selected Property eoP Street jh/ Highway Miami -Dade County - Water W+ E S 8/30/2013 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 2-119 Page 1 of 1 Permit No: Structural Critique Sheet W -Dr'-tft4G"V14 keii�ji -r 1 9--,DrY e-A'1r, vT eri -4 SCALED tIS BC 4 u s ie o° 8 S 1s use-D Ot-j WflC, Ni 41 2 LoAJD C�-r76,v : & �}�'c la -� ySED STOPPED REVIEW 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. Mehdi Asraf Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 26, 2013 Permit No: WS 13-2104 Building Critique Review 1. PENDING STRUCTURAL APPROVAL. Ismael Naranjo Building Official 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. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: L 1.3 - 21 Oy DATE: a I?'(o 16 I ntractor Owner o Architect ( 1 Picked up 2 sets of plans and (other) (NAME) CL-Y, 'Z C: �l Z Qom' Address: � 3 � � (o t 5 F From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the $ans need to be brought back to Miami Shores Village Building Depart�ent 0 94j tinue permitting process. Acknowledged by: (Si nature) PERMIT CLERK INITIAL: (11,51 RESUBMITTED DATE: [':�) 1.S I C) PERMIT CLERK INITIAL: OA. Home Owner Roman Contractor Florida Home Improvements Address 1310 NE 101 St 4070 SW 30 Ave Miami Shores, FL Hollywood, FL 33312 �y��t,INE Date 9/30/2013 3 Specialty Enaineerina Consultants, Inc, w ,c MARK Window /floor SGD, mull WIDTH (in) HEIGHT (in) Window /door replaced? /n Product Approval # pp Allowable pressure see NOA Req'd Wind Pressure, see calc's Shutter required? /n Product rated for impact? /n Comments + sf - sf + sf - sf 1 2 3 4 5 SH SH SH SH SGD 72.75 72.75 72.75 7275 95.5 61.75 61.75 61.75 81.75 81.25 y I FL 5823.2 FL 5823.2 FL 5823.2 FL 5823.2 FL 11103.2 67.5 67.5 67.5 67.5 60 1 70 70 70 70 60 1 47.7 47.7 47.7 47.7 45.3 52.2 62.3 62.3 52.2 57.9 n n n n I y ITV Y I Dining Room Office Office Room Family Room NOTES 1 Replace existing doors or windows as designated with new doors w/ current Miami -Dade product approval or State of Florida product approval 2 No change In rough opening size (s) were made. The existing opening is not to be modified. 3 All door frames to be attached through existing u+ood bucks with a 3/16" diameter "Tapcon" screws minimum embedment into the concretelmosonry shall be not less than 1 -114 ". Quantity and spacing of fasteners shall be in accordance with the NOA and /or manufacturer's specifications. 4 Shutters or lm acfYesistance is required in accordance with the "Existing Building Florida Bulldin Code" section 507.3, "area replaced is greaterthen 25°% of total aggregate area ". 5 Wind design pressures are calculated in accordance with ASCE 7 -10, Method 2, see attached calculations. 6 We have attempted to accurately depict the field conditions based on information submitted by others. This information may be lacking but we respectfully submit that this does not Impact our calculations. If there is a substantial difference, then notify this engineer for a revised Ian /calculations. 7 10_C &C _HVHZ_ roman 214707.xis M / Specialty Engineering Consultants, Inc 1599 SW 30 Ave. 020 C 1 2013 Boynton Beach, FL 33426 D. Mark LeBlanc, 'PE FL PE# 0035683 2 of 3 FL CA# 0009217 Component and Cladding Pressures, Wall and /or Window components in accordance with ASCE 7 -10 w/ mean roof height < 60 ft Home Owner Roman Contractor Florida Home Improvements ,�C,iNE6p� Address 1310 NE 101 St 4070 SW 30 Ave Miami Shores, FL Hollywood, FL 33312 W Specialty Engineering Consultants, Inc, Date 9/30/2013 °s ati For theta < 10 de ees the GCp values have been reduced by 10% Loads specified are for Allowable Stress - 0.6*W ult: 2.4.1 #17 0.6D+0.6 Zone 4 Unbreached Zone 5 Unbreached Opening Mark Risk Category height in Effective Area of component ft ^2 Area Used GCp ositive 4 &5 GCp (negative, 4 GCp (negative, 5 P positive P negative P positive P five 1 Mean Roof height (ft) 61.8 31.2 31.2 0.92 -1.03 -1.26 47.7 -52.2 Kzt 1 2 d72. 61.8 31.2 31.2 0.92 -1.03 -1.26 1.0 Reduction factor for elope of roof 47.7 -62:3 3 Gcpi 61.8 31.2 31.2 0.92 -1.03 -1.26 8.00 10% of width 2 47.7 -62.3 4 a 61.8 31.2 31.2 0.92 -1.03 -1.26 47.7 -52.2 5 81.3 53.9 53.9 1 0.87 1 -0.97 1 -1.16 45.3 V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5 -1a 1.0 Risk Category 11 Table 1.5 -1, page 2 Exposure d Section 26.7 Length of Building (ft) 80 Width of Building (ft) 68 Mean Roof height (ft) 20 Kz 1.08 Table 30.3 -1 Kd 0.85 Table 26.6 -1, page 250 Kzt 1 Figure 26.8 -1, page 252 pitch of roof 4/12 18.4 degrees theta 18.4 degrees 1.0 Reduction factor for elope of roof qh (psf) 72.18 Velocity Wind Pressure (Qa mean roof height Gcpi 0.18 -0.18 0.55 al 6.80 10% of width 1 a2 8.00 10% of width 2 a3 8 0.4 *meanroofheight a 6.80 End Zone distance 71 0 C &C HVHZ roman 214707.xls -0.55 IP:=qh'(GCp- GCp 5 i � � Q Q 5 a o. 5 See Table 6 -7 pg 62 Specialty Engineering Consultarits. Inc 1589 SW 30 Ave. 020 Boynton Beau, FL 33426 VCT5 2013 D. Mark LeBlanc, PE Fl_ PE# 0035883 3 of 3 FL CA# 0009217 A 101ISM13 Mio PM loo GARAGE UTILITY 68,_0„ I - -- -- -- --_ - -- _. -- _. - -_ OPENING #1 OPENING #2 DINING ROOM BATHROOM c� z ENTRY OFFICE o I t KITCHEN z ROOM � 0 LIVING ROOM N I i FAMILY ROOM z_ 0 AYOUT FIRST FLOOR r-m 5 i® n a 5 n n F5 l .-gh-(C4- WP v (mph) 17.9 1620 FBC ft HVHZ or W& 265-la Bask cugpy B Table 15.l, page B.peama C saetma 26.7 Kd ass Tab1e26.6.1,pap250 Kn I F4aas263- 1,page252 Gcpi mill -0.1H 055 pb4bafroof 3A2 144degrees tbeta 14.0 dgp- I IN SEP smear rk41 Cmmu3nK be �4 lxfaf 1588 SW 30 Avemm. Sude 020 Boyrdon Beach. FL 334328 FLCAS008217 a� Wbmveloobs Asea of In Sat& Fbrlda Areaof A-.f Dade I B-and 1 Falm B.& Amaef Risk CAL 165 156 1 156 1 Iawdsktohomma abeds Bilk CaL2 1 175 1 170 1 170 1 SWPJ.F..HYR.W- Risk CaL 3&4 1 186 1 130 I IN I F-tial FaaWtlns i ► Asea of Aroaof Areaof A-.f Aroaof Area of Amaef Area of Aroaof Amaof Aesof c-xwxa 10A of 15A sf 20A sf 25.0 of 30A sf 35.0.f 40A of 45.0d 30.0 ef 55.0 of 60.0 sf Mean Beef - ZOne4 Zmm6 Zone Zmm5 Zmm4 Zmm5 Zmm4 Zmm5 Zmm4 zmm5 Zmte4 zone6 ZoW4 Zones Zmm4 zwe5 Zara Zones Zmm4 Zmm6 Zmm4 Zmi06 40.1 40.1 38.8 388 40.1 40.1 37.9 379 37.5 37.5 37.1 37.1 36.7 36.7 362 362 35.8 35.8 35A 35.4 35.0 35.0 13 43.4 -53.6 322 - 513 43.4 -536 -41.4 398 - 41.0 -49.0 - 40.6 - 483 - 402 -475 -398 -46.8 -39.4 -46.0 -39.0 452 - 38.6 -445 40.6 406 393 393 40.6 406 38.4 33A 38.0 38.0 37.6 37.6 372 372 36.7 36.7 363 363 359 35.9 35.4 35.4 16 -44.0 -54.4 328 - 52.0 -44.0 - 54.4 -42.0 -505 41.6 49.7 41.1 38.9 - 40.7 - 482 - 403 47.4 -39.9 -46.6 -395 358 -39.1 -45.1 41.1 41.1 39.8 39.8 41.1 41.1 38.9 38.9 381 38.5 38.1 38.1 37.6 37A 372 372 36.8 36.8 363 363 35.9 35.9 17 -44.6 -55.1 -43.4 - 52.7 -44.6 - 55.1 -425 -51.1 -42.1 - 50.4 -41.7 119.6 - 413 - 48.8 - 40.8 -"A 30.4 472 -40A -16.4 -396 -45.7 41.6 416 403 403 416 41.6 39A 39A 39.0 39.0 38.5 385 38.1 38.1 37.7 37.7 372 372 36.8 36.8 363 363 18 -45.1 -553 -439 -533 -45.1 - 55.7 -43.0 -518 32A -51.0 -422 -502 - 418 -49.4 313 48.6 3119 -479 405 47.0 30.1 .462 42.1 42.1 40.8 408 42.1 42.1 399 399 39A 39A 39.0 39.0 381 38.5 38.1 38.1 37.6 37.6 372 372 36.7 36.7 19 -44A - 54.0 -45.7 - 56.4 -435 -52.4 -43.1 -515 -42.7 -50.7 142.2 39.9 1118 - 49.1 - 41.4 383 - 41.0 -475 -405 -46.7 42b 426 412 412 42.6 426 403 403 39.8 398 39A 39A 389 38.9 383 381 38.0 38.0 376 37.6 37.1 37.1 20 -462 -57.0 -44.9 -545 -462 -57.0 -44.0 -52.9 33.6 -52.1 33.1 -513 32.7 -505 323 39.7 31.8 38.9 31.4 38.1 31.0 372 416 41.6 43.0 43.0 40.7 40.7 403 403 398 398 393 393 38.9 389 38A 38.4 38.0 38.0 37.5 371 21 1 -46.6 -57.6 353 1 -55.1 -46.6 1 -576 34A -535 34A 1 -52.6 336 -518 1 33.1 -51.0 32.7 -502 32.3 39.4 1 318 381 31A -47.7 43A 43A 42.0 42.0 43A 43A 41.1 41.1 40.7 40.7 402 402 39.7 39.7 393 393 388 388 38.4 38.4 37.9 379 22 37.1 -58.1 358 -556 37.1 -58.1 -449 1 -54.0 34.4 - 532 34.0 -523 336 -515 33.1 -50.7 1 32.7 39.9 322 39.0 31.8 382 438 438 42A 42A 438 438 41.5 413 41A 41A 406 40.6 40.1 40.1 39.6 39.6 392 392 38.7 38.7 383 383 23 375 - 58.7 362 -562 -47.5 -58.7 353 -545 -449 - 53.7 34A - 528 -44A -52.0 -43.5 -51.2 33.1 -503 32.6 393 322 -48.7 442 442 428 428 442 442 419 41.9 41A 41A 40.9 40.9 401 40.5 40.0 40.0 391 39.5 39.1 39.1 38.6 386 24 38.0 -592 -46.6 - 56.7 -48.0 -592 33.7 -55.0 353 -54.1 -448 -533 -44A -523 339 -51.6 -435 -50.8 33.0 39.9 32.6 39.1 446 44.6 432 432 44.6 44.6 422 422 41.8 418 413 413 408 408 403 403 399 399 39.4 39.4 38.9 389 25 38A -59.7 37.0 - 572 -48.4 -59.7 -46.1 -555 35.7 -546 352 -538 -44.7 -52.9 -443 -52.1 338 -312 33.4 -50.4 329 -49.5 45A 45.0 431 433 45A 45.0 42.6 426 42.1 42.1 41A 41.6 412 412 40.7 40.7 402 402 39.7 39.7 393 393 26 388 -602 37A - 576 388 - 602 -465 -55.9 -46A -55.1 35.6 -542 35.1 -43.4 -44.7 -525 -442 -51.6 33.7 -508 333 399 453 453 43.9 43.9 453 453 42.9 42.9 42.4 42.4 42.0 42.0 41.5 413 41A 41A 401 401 40A 40.0 39.6 396 27 392 -60.7 378 -58.1 392 - 60.7 -469 - 56.4 36A -555 359 -54.6 351 -538 35.0 - 52.9 -44.6 -52A -44.1 -512 -43.6 -503 45.7 45.7 442 442 45.7 45.7 433 433 428 428 423 423 418 418 413 413 408 408 40A 40.4 399 399 28 393 - 612 382 -585 -49S -612 372 - 568 368 - 559 -463 -55.1 358 -542 35A - 533 -44.9 -52A -44.4 - 51.6 34.0 -50.7 46.0 46A 446 446 46.0 46A 43.6 43A 43.1 43.1 426 426 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 402 402 29 39.9 -61.6 1 38.5 1 -39A 1 399 -616 37.6 -572 37.1 -563 -46.6 -553 -462 -54.6 -45.7 -53.7 352 -52.8 -448 - 52.0 343 -51.1 463 463 449 1 44.9 i� ; 43.4 43.4 42.9 42.9 42.4 1. 1.4 41.4 409 409 403 401 30 -503 -62.1 -47A - 559 361 .1 6 332 35.1 -523 -44.6 -51.4 T9 APPROI ED BY DATE I L"'fVG DEPT f_- WY oUHJL C TO CUMP IANCE WITH ALL FEDERAL AUG 12 Cor y STATE AND COUN-1Y IMIA S AN!) RI-GU! AW)HS i ► MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART . Address: 1310 NE 101 ST MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL5823.2 +675 -70.0 +42.6 - 46.2 72 3/4 x 613/4 NO NO YES 2 1 • y -57.0 1l 3 .L NI 4 -46.2 .� •�. 5 SGD FL11103.2 +60.0 -60.0 -57.0 951/2 x 811/4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 7 I 1 _ . t __ TF - - 1 - - -- --E --a- . f tt I F Jill T _ i I f --t- 1.41 _ }. i 1 i I 14- 1 _ �.- , f - _ i - --i I F _:�_ ��.._ . I _�....._.�__ _-•►- -_I� . _:� - -. -- CAF_.:. 1 ' 41 41 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone /Email Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 miafevre @cws.ec Michael LaFevre mlafevre@cm.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenaee@c4mcc Quality Assurance Representative Jeff Thompson Address_/Phone/Email 390.0 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 )tompson @cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .M Evaluation Report - Hardcopy Received Florida Engineer or Archltect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/bl/2014 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) ig Validation Checklist - Hardcopy Received FL5823 R5 COI EvalReo CWS -155B (SH -8100, IMoact).odf Standard AA MA/ W DMA/CSA/101/I. S.2/.A440 -05 ASTM F 1300 -04 ASTM E1886 -05 ASTM E1996 -06 PA/TAS 201/202/203 Year 2005 2004 2005 2006 1994 I —F-2 ? /1 @/Hli ?.9 d3 AX Florida BiAlding Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date'Submitted Date Validated Date Pending FBC Approval Date Approved hV: / /www.floridabuiid n org/pr /pz app dtl.aspx?paramr- wGEVX, Florida Licensed Professional Engineer or Architect FL5823 R5 'Equiv SH -8100 Equivalency. Method 1 Option D 12/01/2011 12/13/2011 12/20(2011 01/31/2012 FL* Model, Number or Name Desa iption 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R5 II CWS -15513 fSH -8100, Impact).14 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile,. see installation dwgs. for Max. size FL5823 R5 AE DuPont PVB NOA 11 -0624 01.pdf and DP. FL5823 R5 AE EvalReu CWS -155B (SH -8100, Impact).DC�` FL5823 RS AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 5823.2 1 1 SH -8100 ConL Hd. & SIIL LLmKv of Use ' Approved for use in IWHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N Outer. Large Missal x•67.5/ -70.0 PS. Std. sill, DP +/- 70.0 psf w/ high rise, fi3 ". Outer lite In I.G. must be safety glazed when used above 30 ft. in HVhZ. 5823.3 1 SH -8100 ConL Hd. & Sill Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistants Yes Design Pressure: +61.5/ -67.5 other: Large Missile, DP = +/- 67.5 psi, Max. size 74 1/8" x 72 ". Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8"x 63 ". Installatlon Instructions 171.5823 RS II CWS -440A (SH -8100 Impact, 74x63 Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823_ R5 AE DuPont PVB NOA 11 -0624 01, FL5823_ R5 AE Evallken CWS -440A (5H 8100, Impact. 74x63, ConttidSI),odP FL5823 R5 AE_ Mikron NOA 11 -0830 09.o f Created by Independent Third Party: Yes SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1 /8" x 72 ". Installation instructions 1`15823 RS II CWS -491A (SH -8100. Impact. 74x72, ContHdSI).Ddf Verifled By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports >L5823 R5 AE DuPont PVB NOA 11 -0624 01.pdf FL5823 115 AE EvalRep CWS -491A (SH -8100. Impact, 74x72. CpntHdSI).odf FL5823 R5 AE Mikron NOA 11 -0830 09.DdP Created by Independent Third Party: Yes 5823.4 SH -81'00 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Instaliation instructions Approved for use In HVHZ: Yes FL5823 R5 II CWS -3695 (SH -8100. Impact 52x72. 100 Approved for use outside HVHZ: Yes DP).odf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +idD/ -100 Created by Independent Third Party: Yes Other. Large Misssile, 52"x 72 ", +/- 100 psf. Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11 -0624 02.pdf ?. of 1 2/14/2012 9:43 AT Floridfr Building Code Online http://www.floridabifildin&org/pr/px app O.aspx?paranrwGEvx, im 0 C mart Lis ;; Phone: 850 -487 -1824 1940 North_Mo=g SEreeL- Tab hassee FL 32' 9 The state of Florida 15 an AkFMD empbyer. fggy A Florida.:: Priv�y-Statern :: AccessUfty SWU= :: Refund StMern of Under Fbrlda law, e-mal addrmes are pub& records. if you do not want your e•m4 address ieieased In response to a pubk- recoft request, do not send electront mad to this way. Bmtead, contact the ofte by phone or by traditional mak r you have any Questions regarding DSPIrs ADA web accessbWty, pimse contact our Web Master at wwebm bpL . . Product Approval Aooepts: IN im ER El t 4r wA rl z ^f a 2/14/2012 9:43 All FL5823 R5 AE EvalReo CWS -3696 (SH -8100. Impact, 202. 100 DP).Ddf - M23 R5 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes 5823.5 SH -8100 Vinyl Single Hung Oriel SH -8100 vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Indtallation Instructions Approved for use in HVHZ: Yes FLS823 R5 II CWS -295A (SH -8100. Impact, 52x96).Ddf Approved for use outside HVHZ: Yes verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures +67.5/-67.5 Evaluation Reports Other: Large Missile, 52° x 96" w/ 5 HI sash, +/- 67.5 psf. FLS823 R5 AE DuPont PVQ NOA 11 -0624 01.�f FL5823 R5 AE DuPont SGP NOA 11 -0624 02.odf FL5823 R5 AE EvalRep CW -295A (SH -8100. Impact, 52)c96).pdf FL5823 . R5 AE_Mikron NOA 11 -0830 09.ocif Created by Independent Third Party: Yes im 0 C mart Lis ;; Phone: 850 -487 -1824 1940 North_Mo=g SEreeL- Tab hassee FL 32' 9 The state of Florida 15 an AkFMD empbyer. fggy A Florida.:: Priv�y-Statern :: AccessUfty SWU= :: Refund StMern of Under Fbrlda law, e-mal addrmes are pub& records. if you do not want your e•m4 address ieieased In response to a pubk- recoft request, do not send electront mad to this way. Bmtead, contact the ofte by phone or by traditional mak r you have any Questions regarding DSPIrs ADA web accessbWty, pimse contact our Web Master at wwebm bpL . . Product Approval Aooepts: IN im ER El t 4r wA rl z ^f a 2/14/2012 9:43 All Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941. 380 -1574 Evaluation Report 440A November 28, 2011 Product Description: Series 8100 PVC Single Hung Window, Large Missile Impact, Continuous Head and Sill, twin configuration with integral mullion, 72 7/8" x 613/4" unit size (35 3/4" max. single unit width), 741/8" x 63" flange size, 1/8 (Ann. or Tempered) —Air— 1/8-.090PVB-1/8 glass Manufacturer. Custom Window Systems, Inc. 1900 SW 44h Ave, Ocala, FL 34474 Statemenit of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements ofthe Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -440A, signed and sealed by Lucas A. Turner, P.E. on 11/28/11. 2) Test Reports NCTL- 210 - 35741, -IA, -2, -2A, -3; -3A, -4, 4A, National Certified - Testing Laboratories, Orlando, FL signed.and sealed by Gerard J. Ferrara; P.E. a. Testing Performed: TAS 201/202/203 1994, including large missile impact at midspan of integral mullion. AAMA/WDMA/CSA 101/LS.2/A440 -05. ASTM 131886/1996 -02/05 including large missile Wind Zone 4 Missile Level D impact at midspan of integral mullion 3) Supplemental Calculations to support CWS -440A, signed and sealed by Lucas'A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -440A. Limitations of Use: This product: • May be used in twin unit configuration O/X — integral mullion — O/X with continuous head and sill in sizes up to 72 7/8" x 61 3/47 unit size (35 3/4" max. single unit width), or 741/8" x 63" flange size, with max. glass daylight heights of 2613/16" on the fixed panel and 26 7/8" on the sash • Achieves a design pressure of +67.5/ -70 psi, or +/ -70 psf with highrise adaptor • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 1/8 outboard (Annealed or Tempered, must be Tempered above 30ft when used in HVHZ.) — Air —1 /8Ann- .090PVB- 1 /8Ann glass minimum • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11 -0624.01 • Requires Milron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of ibis product. Lucas A. Turner, P.E. 2011 -11 -29 00:58 -05:00 Y�'DRE Y NN 'No i a 547201 , ti a *' ® STATE car 4`�r 11/2$!11 Lucas A. Turner, P.E. FL PE #58201 35 31C MAX SINGLE UNIT WIDTH 63" FLANGE I r FLANGE UNIT LING ELEVATION (LARGE MISSILE IMPACT) — 74118" MAX FLANGE WIDTH (6 72 7t8• MAX UNIT WIDTH ss oLo ' • 3!8118" —iF D ASS DLO 'GLASS DLO S 8 o a X X I I M1s 4 4 I SASH 8 211_ 325/16" GLASS DLO MAXSASH WIDTH ' 74118° MAX FLANGE 72718" MAX UNITWIDTH WIDTH 35814° MAX SINGLE UNIT WIDTH 319118" ' GLASS DLO I H 7 1 83" MAX FLANGE DESIGN PRESSURE RATING HEIGHT o ±n.o wi TH SILL RISER 81 I she MAX UNIT HEIGHT 1 C+I J 7 (6 ss oLo I X ASS DLO x X PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS. DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3, CONFIGURATIONS:'Mf- "O1X'. ��F +e7. b 4. DEX - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 331/30A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 -7 FOR ANCHOR DETAIL. WWDLOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL. JOINT SEAM SEALANT USED AT FIXED-MEETING RAIL AND JAMB. S. REFERENCE TEST REPORTS: NCTL- 210- 3674 -1, NCTL- 210. 3674 -1A, NCTL- 2103674 -2, NCTL- 210 -W42A, NCTL 210<3674 -S, NCTL- 210- 3574.3A, NCTL- 210.35/4.4, NCTL- 210- 3674.4A 8. SERIES 1 MODEL DESIGNATION SH -6100. 10.1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X- OPERABLE SASH, 0 - FIXED SASH 12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN ASIMILAR LOCATION. TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .....1 FIN UNIT �" 32 5118 of rp ANCHOR SCHEDULE & NOTES .......... 2 GLASS DLO MAX SASH WIDTH DP CHARTS & GLAZING DETAIL ........3 Lum A. Tumor, P.E 2011 -11 -29 00:68 -05:0D SECTION VIEWS & ALT FRAME.. .... -.4 PmwmerAw" cow n wTiAL EXTRUSIONS& DETAIL .................... _..6 WNDOW �'s�aaeINNCCaawvaea MiMONslyN nsA�wroolEWTHOUTTKe INSTALLATION DETAIL ......................B -7 wRrrrswa selowovcusrtrra u,wwsrsreres, RA I9 Px401e r80. It Luc" A. TURNER, FL P8 ND. Seam I A (UPDATED PER 2010 FBC . 1111141201 .1 TEF I No Mal 1800 SW 44TH AVE y. OCALA FLORIDA 34474 STATE OF _•,3u GENERAL NO 2 01/26/2008 MIDPOINT C S* NOTES: S" MAX (TYP) S" 4„ F(SHT 4) 4 A 3116" DIA ELCO ZALL N MASON CHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU O MASONRY. A MINIMUM EDGE DISTANCE OF-2 IfZ SHALL BE ACHIEVED IN ANY DIRECTION. S. 410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3W-INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7B" SHALL BE ACHIEVED IN ANY DIRECTION. B. #8 WOOD SCREW ANCHOR MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN MAX (TYP) 7. SEAL CORNERS WITH SMALL JOINT,SEAM SEALANT. " S. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN 18911 I 9, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR-MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE WCABA TURNER, FL P.E. N0.88201 189118" MAXl O.C. I e�et�;93p N� �•'6 `• Q��ii A WOOD - MINIMUM SPECIFIC.GRAVITY OF 0=0.BS (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.v MAX O.0 B Mill irtm 4" MAX (TYP) INSTALLATION ANCHOI SEE NOTE 4 {TYP) B'(8HT4) (1 INST, ANCHOR AT C 0 MEETING RAIL (TYP ---SEE NOTE 2 H =.I. C ANCHOR LAYOUT - (FIN) N R (CONGN(:7FJhlg81'OPPANBj 7HRU NPIlINO FIN {WOOp OPEhRNO} NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEAR BE CONSTRUCTEq OF HIGH DENSITY PLASTIC OR BETTER WOAD SHIMS ARE NOTALLOWED. 3116" DIA ELCO ZALL N MASON CHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU O MASONRY. A MINIMUM EDGE DISTANCE OF-2 IfZ SHALL BE ACHIEVED IN ANY DIRECTION. S. 410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3W-INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7B" SHALL BE ACHIEVED IN ANY DIRECTION. B. #8 WOOD SCREW ANCHOR MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN ANY DIRECTION. 7. SEAL CORNERS WITH SMALL JOINT,SEAM SEALANT. " S. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 9, INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR-MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE WCABA TURNER, FL P.E. N0.88201 USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ttt�i� 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE-BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: e�et�;93p N� �•'6 `• Q��ii A WOOD - MINIMUM SPECIFIC.GRAVITY OF 0=0.BS (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.v ' `q7s C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-80, GRADE N, TYPE 1 (OR GREATER] '� :Z—. P!o 58401 6 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMA/AAMA 100 WINDOWS), FMA/AAMA •. STA118 OP. r� (FIN 200 (FLANGE WINDOWS), PRCMeTARYANOQONFl08NT14L FMAMlDMA 250 (BOX WINDOWS), FMAIAAMA/WDMA 300 (EXTERIOR DOORS). MASON C�NC a ��R AMA IS IMSOLt a �CFCWr O �r�a`S3...... � c VIINDOWSERMI88I INC MCTIONfNP KTORAS PROHBITER �ltltmHA71Q��` INSTALLATION ANCHORS, SEE NOTE S (TYP) DETAIL A INTERNAL MULL ATTACHMENT W OVERALL 118° ANNEALED OR TEMPERED GLASS 7118° AIR SPACE 3118" LAMINATEDGLASS 118" ANNEALED GLASS .090 DUPONT PVS INTERLAYER 1/8" ANNEALED GLASS SIWLEX 332 OR PURFECTOLAZE'11" 112" CLASS SITE FIXED LITE SASH LITE 4;1� PROPFBETARYAND COM+IDENTNL 11/28/11 TI-IF MFORMATM OONTAMED W THIS DRAWING 18 THESOUE PROPERTY OF CUSTOM WINDOWSYSTEMS INC. ANY REPRODUCTION IN PART OR ASANMOIEYATHOUiTHE. WRITTEN PSRMISBION CP CUSTOM WINDOW SYSTM. INC. 98 PROHISITS0, 7B" OVERALL 118" ANNEALED OR TEMPERED GLASS 7118° AIRSPACE 6118" LAMINATED GLASS 118" ANNEALED GLASS .090 DUPONT PV8 INTERLAYER 10 ANNEALED GLASS SIKP:FLEY..332 OR PURFECT drLAZE -W U2" GLASS SITE SILL RISER MAX. DESIGN PRESSURE NONE +67.5/ -70.0 1728 +70.0/ -70.0 LUCAS A. TURNWL PL PE. NO. So= . SECTION A A TYPICAL VERTICAL SECTION SECTION S -B TYPICAL HORIZONTAL SECTION SECTION C-C ALT FI^ --�• N RAME SILL RISER MAX, DESIGN PRESSURE NONE +87.5/ -70•.0 1728 +70.01 -70,0 (SEE SECTION A-A) PROPMETARVANO COWMEI AL 11/28111 THE INFORMATION CONTAINEWN THS ORAWM ISTHE BOLE PROPERTY OF OUSTQU WINDOW SYSTEMS, M. ANY REPROWCTION IN PART OR AS A WHOLE WITHOVrTHE WRITTEN PERMISSION OF CUSTOM VARAOW SYSTEMB, INC. 19 PROHISRT:D. LUOAS A, TURNER, FL P.E, NO. *=I NOTE: ITEMS USED BUT NOT SHOWN FOR CLARITY, 6, 18, AND 32 r: 2 Rao PVC FRAME FLANGE -6031 hcam mam Plaetb. tans' 1 113!8" HET V1s PVC SASH SIDE RAIL -8004 ip I-bokV & Plop Asam A m pugc * &TeckleBWeme Camwe0 stow 300tMo firma Stall !heat 3 Sheet 3 P., 0370 x 0.187.back FlaSeal LBraF'AB 1,4110 :2-1 r2 Ai Mod. Truce, Type A. MK Faftnal stew x 1 Ire Panhead So Fastenal steel Washer I PAMA.ftl 1 !NAM 12" x 8r8" 114° FH Flat PUB tab 3/18" fi— SCREW SUPPORT -3113 3l4" 11 1sr16° ins" REINF.. S.S.R.-1699 ALUMINUM 6063 T-8 3118" 13 REINF. S.S.R. -1498 ALUMINUM 6063 T=6 �-- 118118° 1 SOP .1 PVC SASH.BTM. RAIL -6028 7r2° 1118" ' PVC SCREEN CATCH - 6013 578" S 1 'U18" REIN F, SASH TOP RAIL -1497 ALUMINUM 6063 T-8 Alum rergN� .048 lon I+ —1t4• 1 1� Ahml I I. �✓f 1118" .� �--- 1 PVC FXD RAIL COVER -8063 PVC GLAZEBEAD -6084 PROMETARYAND COWMgNTtaL 1ll28/11 "aWORMATION CXN4TAINW INT"$ OMWNG IS THE SOLE PROPERTY OF OUSTOM WINDOW SYSTEMS, INC. ANY REPROIXICTION fN PARtOR ASA WHOLE WITHOUrTHE WWrrrEN PERMISSION OF C:USTOLt WItdDOW 8Y8TQ19. lNC. IS PRmmm. z 3n8° 'H1=001c 1028 1 its" 1118° PVC SCREEN SUPPORT -6014 ilia" 7 2118" ' 112° ALUM. MTG RAIL -1836 ALUMINUM 8083 T-6 1 2.90 .188 1.733 INTERNAL MULL BAR -1727 ALUMINUM 6063 T-6 u1s° 1 f $ PVC SASH MTG. RAIL-60 27 LUCAS A. TURNER, FL P.B. No. 58M A 'J r No B8201 k. BTATR OF FBC SW 44TH AVE. .A, FLORIDA 34474 (ALL SIDES) G FD%D- gEE11NG RAIL SCREWED TOGETHER WITH OUTERFRANIE .4198° 78dl(fl�t PVC SASH STOP -6026 8718" 1118° S" HIGH SILL -1728 ALUMINUM 8083 T -6 11/1412011 TEF A 0112612009 1 THRU SCREW SUPPORT WINDOW FRAME — SILL SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS �. • P• a•DU °i. P+O+� .r Aa � P A�PP•P+ 0 CONCRETEiMA80NRY 2112" BY OTHERS (MIN. EDGE DIST.) HIGH STRENGTH ICl MUMMSTRUCTURAL WRTICALoEcnON ERS OTHERS ILi SEALANT HEAD BY I WINDOW FRAM SILL SEALANT BEHIND FLANGE BY INSTALLER dEIA BYI STTALL SEALANT- WIN. EMBEDMENT 12C MIN. EMBEDMENT ro] . MAX. if4.° SWIM - 114^ MAX SHIM yti p .INTERIOR FINISH IBI t BY OTHERS 713" MIN. EDGE DIST. r • ► [DJ e ►e, A '► INSTALLATION ANCHOR, 9 ► A ► d10 WOOD ANCHOR wfWASHER THRU SCREW •�•► SUPPORT IDI INDOW FRAME � A 2 BY WOOD BUCK \-- SEALANTBEHIND .LAMB SEALANT BEHIND 9Y(�•r BY-OTHERS FLANGE BY INSTALLER FLANGE BY IITALLER (A] SEALANT BETWEEN BUCK - PERIMETERSEALANT PERIMETER SEALANT - AND OPENING BY OTHERS BYINSTALLFJR BYINSTALLER EXTERIOR FINISH - EXTERIOR FINISH BY OTHERS ! FRAME MOOD) SECTION -HK3HR18EADAPTOR . (OPTIONAL) - INSTALLATION ANCHOR, 3Mu, DA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW - SUPPORT ICl [-114' MAX. SHIM fal UT V I Macs ' po p' � g •p •Q b . Q 1 11d• O o• oI; s` oP (MINEMBEOMI MAX. SHIM D •Do D. y p b D .o` °D'O Db•OD •ob b,� b.$ a 1rz^ CONCREIWMASONRY (AAINEDGEDfST.) —SILL STOOL BY OTHERS ICl BY OTHERS LUCAS A TURNER. FL P.E. NO. 68201 /G\ ALTERNATE PRECAST SILL DETAIL ��1uTtYtti USE SOLID WOOD FRAME MASONRY) attiti tinRFtx.trts._ IC] PR0PISST1MYA000MFWENRAL 1]/28/11 TW INFORMATION CONTAM INTHIS DRAWING re THE BOLE PROPERTY OF CUSTOM W IMOW SYS•TEMP. M. ANY REPRODUCTION IN PARTOR ASA WHOLE WITFfOUTTHa WMTTEN PERMISSION OF CUSTOM WINDOW SYSTSMS, INC. IS PROHMED. REFERENCE NOTES: r SEE NOTE 10, SHT 1 SEE NOTE 20, BHT 2 (01 SEE NOTE 4, SHT 2 [D] SEE NOTE 5, BHT 2 INTERIOR FINISH INTERIOR FINISH -^t BY OTHERS BY OTHERS SEALANT BETWEEN BUCK e CONCRETEIMASONRY ' e BY OTHERS 2 I INSTALLATION ANCHOR, 3118" DIA a a 4� A (MIN EDGGE E DIST.) s s"'.• • M MASONRY SCREW W WASHER a a + CONCRETEWASONRY • • :a • O • • • [ •4 1 THRU SCREW SUPPORT BY OTHERS � �• P ti P 1114" a a P � °• A ' ' '+' ( (MIN EMBEDMENT) ICJ EXTERIOR FINISH ' A BYOTHER8 .. a rt,:..n- ....,,..� 1 1 BY BUCK . PERIMETERSEALANT -^ a d SEALANT BEHIND 114" MAX SHIM FLANGE BY INSTALLER � �]r 1 BY WOOD BUCK7 BY OTHERS [Al WINDOW FRAME HEAD I INSTALLATION ANCHOR, 3/10° DIA. <1 =H=0RlZO=NTALS MASONRY'SCREW WWA8HER WINDOW FRAME — SILL SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS �. • P• a•DU °i. P+O+� .r Aa � P A�PP•P+ 0 CONCRETEiMA80NRY 2112" BY OTHERS (MIN. EDGE DIST.) HIGH STRENGTH ICl MUMMSTRUCTURAL WRTICALoEcnON ERS OTHERS ILi SEALANT HEAD BY I WINDOW FRAM SILL SEALANT BEHIND FLANGE BY INSTALLER dEIA BYI STTALL SEALANT- WIN. EMBEDMENT 12C MIN. EMBEDMENT ro] . MAX. if4.° SWIM - 114^ MAX SHIM yti p .INTERIOR FINISH IBI t BY OTHERS 713" MIN. EDGE DIST. r • ► [DJ e ►e, A '► INSTALLATION ANCHOR, 9 ► A ► d10 WOOD ANCHOR wfWASHER THRU SCREW •�•► SUPPORT IDI INDOW FRAME � A 2 BY WOOD BUCK \-- SEALANTBEHIND .LAMB SEALANT BEHIND 9Y(�•r BY-OTHERS FLANGE BY INSTALLER FLANGE BY IITALLER (A] SEALANT BETWEEN BUCK - PERIMETERSEALANT PERIMETER SEALANT - AND OPENING BY OTHERS BYINSTALLFJR BYINSTALLER EXTERIOR FINISH - EXTERIOR FINISH BY OTHERS ! FRAME MOOD) SECTION -HK3HR18EADAPTOR . (OPTIONAL) - INSTALLATION ANCHOR, 3Mu, DA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW - SUPPORT ICl [-114' MAX. SHIM fal UT V I Macs ' po p' � g •p •Q b . Q 1 11d• O o• oI; s` oP (MINEMBEOMI MAX. SHIM D •Do D. y p b D .o` °D'O Db•OD •ob b,� b.$ a 1rz^ CONCREIWMASONRY (AAINEDGEDfST.) —SILL STOOL BY OTHERS ICl BY OTHERS LUCAS A TURNER. FL P.E. NO. 68201 /G\ ALTERNATE PRECAST SILL DETAIL ��1uTtYtti USE SOLID WOOD FRAME MASONRY) attiti tinRFtx.trts._ IC] PR0PISST1MYA000MFWENRAL 1]/28/11 TW INFORMATION CONTAM INTHIS DRAWING re THE BOLE PROPERTY OF CUSTOM W IMOW SYS•TEMP. M. ANY REPRODUCTION IN PARTOR ASA WHOLE WITFfOUTTHa WMTTEN PERMISSION OF CUSTOM WINDOW SYSTSMS, INC. IS PROHMED. REFERENCE NOTES: r SEE NOTE 10, SHT 1 SEE NOTE 20, BHT 2 (01 SEE NOTE 4, SHT 2 [D] SEE NOTE 5, BHT 2 SEALANT HEAD BY I WINDOW FRAM SILL SEALANT BEHIND FLANGE BY INSTALLER dEIA BYI STTALL SEALANT- WIN. EMBEDMENT 12C MIN. EMBEDMENT ro] . MAX. if4.° SWIM - 114^ MAX SHIM yti p .INTERIOR FINISH IBI t BY OTHERS 713" MIN. EDGE DIST. r • ► [DJ e ►e, A '► INSTALLATION ANCHOR, 9 ► A ► d10 WOOD ANCHOR wfWASHER THRU SCREW •�•► SUPPORT IDI INDOW FRAME � A 2 BY WOOD BUCK \-- SEALANTBEHIND .LAMB SEALANT BEHIND 9Y(�•r BY-OTHERS FLANGE BY INSTALLER FLANGE BY IITALLER (A] SEALANT BETWEEN BUCK - PERIMETERSEALANT PERIMETER SEALANT - AND OPENING BY OTHERS BYINSTALLFJR BYINSTALLER EXTERIOR FINISH - EXTERIOR FINISH BY OTHERS ! FRAME MOOD) SECTION -HK3HR18EADAPTOR . (OPTIONAL) - INSTALLATION ANCHOR, 3Mu, DA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW - SUPPORT ICl [-114' MAX. SHIM fal UT V I Macs ' po p' � g •p •Q b . Q 1 11d• O o• oI; s` oP (MINEMBEOMI MAX. SHIM D •Do D. y p b D .o` °D'O Db•OD •ob b,� b.$ a 1rz^ CONCREIWMASONRY (AAINEDGEDfST.) —SILL STOOL BY OTHERS ICl BY OTHERS LUCAS A TURNER. FL P.E. NO. 68201 /G\ ALTERNATE PRECAST SILL DETAIL ��1uTtYtti USE SOLID WOOD FRAME MASONRY) attiti tinRFtx.trts._ IC] PR0PISST1MYA000MFWENRAL 1]/28/11 TW INFORMATION CONTAM INTHIS DRAWING re THE BOLE PROPERTY OF CUSTOM W IMOW SYS•TEMP. M. ANY REPRODUCTION IN PARTOR ASA WHOLE WITFfOUTTHa WMTTEN PERMISSION OF CUSTOM WINDOW SYSTSMS, INC. IS PROHMED. REFERENCE NOTES: r SEE NOTE 10, SHT 1 SEE NOTE 20, BHT 2 (01 SEE NOTE 4, SHT 2 [D] SEE NOTE 5, BHT 2 ! FRAME MOOD) SECTION -HK3HR18EADAPTOR . (OPTIONAL) - INSTALLATION ANCHOR, 3Mu, DA, MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW - SUPPORT ICl [-114' MAX. SHIM fal UT V I Macs ' po p' � g •p •Q b . Q 1 11d• O o• oI; s` oP (MINEMBEOMI MAX. SHIM D •Do D. y p b D .o` °D'O Db•OD •ob b,� b.$ a 1rz^ CONCREIWMASONRY (AAINEDGEDfST.) —SILL STOOL BY OTHERS ICl BY OTHERS LUCAS A TURNER. FL P.E. NO. 68201 /G\ ALTERNATE PRECAST SILL DETAIL ��1uTtYtti USE SOLID WOOD FRAME MASONRY) attiti tinRFtx.trts._ IC] PR0PISST1MYA000MFWENRAL 1]/28/11 TW INFORMATION CONTAM INTHIS DRAWING re THE BOLE PROPERTY OF CUSTOM W IMOW SYS•TEMP. M. ANY REPRODUCTION IN PARTOR ASA WHOLE WITFfOUTTHa WMTTEN PERMISSION OF CUSTOM WINDOW SYSTSMS, INC. IS PROHMED. REFERENCE NOTES: r SEE NOTE 10, SHT 1 SEE NOTE 20, BHT 2 (01 SEE NOTE 4, SHT 2 [D] SEE NOTE 5, BHT 2 BY OTHERS EXTERIOR FINISH - BYOTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY. INSTALLER WINDOW FRAME WINDOW FRO SILL SEALANT BEHIND FIN 8Y INSTALLER PERIMETER SEALANT 8Y INSTALLER WINDOW WRAP — BY INSTALLER EXTERIOR FINISH •-•�' BY OTHERS MEN. EMBEDMENT 2 BY WOOD SUCK BY OTHERS ]A] 114- MIN. EDGE DIST. [E] 114• MAX. SFIM lB] ' 114° MAX. SHIM c 4 MEN. EMBEDMENT 2 BY WOOD SUCK BY OTHERS ]A] 114- MIN. EDGE DIST. [E] 114• MAX. SFIM lB] ' ]L4 MIN. EDGE DIST. [E] 2 BY WOOD BUCK BY OTHERS 1141' MAX. SHIM [BI �4} INSTALLATION ANCHOR, #S WOOD SCREW WITH WASHER p EXTERIOR F By OTHERS Lim EMBEDMENT) `— PERIMETER SEALANT BY INSTALLER fD HORIZONTAL SECTION FIN (WOOD) LUCAS A. TURNER, FL P.E. NO. MW 1 A VERTICAL SECTION Y FIN (WOOD) 11nRl1,1 PROPFBF,FARYAND CO1m+IDlNTYN. TFE INFORMATION CONTAIAED INTH[B DRAWING IS THE SOLEPROPERIYOF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE VffM UT THE WRITTEN PSRMISSION.OF CUSTOM WINDOW SYSTEMS. M. IS PROFSBITEO. REFERENCE NOTES: SEE NOTE 10, 8HT.1 SEE NOTE 2&3, BHT 2 tCl SEE NOTE 4, 8HT 2 R [D SEE NOTE S, BHT 2 SEE NOTE 6, SHY 2 114° MAX. SHIM [8l 112 MIN. EDGE DIST. [E] °•oo° $ �• �•4 2 BY WOOD BUCK BY OTHERB [A] se;Fj�• , e,e•°• _ INSTALLATION ANCHOR, III WOOD SCREW wANASHER iE] • 9 112" (MIN EMBEDMENT) ]L4 MIN. EDGE DIST. [E] 2 BY WOOD BUCK BY OTHERS 1141' MAX. SHIM [BI �4} INSTALLATION ANCHOR, #S WOOD SCREW WITH WASHER p EXTERIOR F By OTHERS Lim EMBEDMENT) `— PERIMETER SEALANT BY INSTALLER fD HORIZONTAL SECTION FIN (WOOD) LUCAS A. TURNER, FL P.E. NO. MW 1 A VERTICAL SECTION Y FIN (WOOD) 11nRl1,1 PROPFBF,FARYAND CO1m+IDlNTYN. TFE INFORMATION CONTAIAED INTH[B DRAWING IS THE SOLEPROPERIYOF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE VffM UT THE WRITTEN PSRMISSION.OF CUSTOM WINDOW SYSTEMS. M. IS PROFSBITEO. REFERENCE NOTES: SEE NOTE 10, 8HT.1 SEE NOTE 2&3, BHT 2 tCl SEE NOTE 4, 8HT 2 R [D SEE NOTE S, BHT 2 SEE NOTE 6, SHY 2 Florida Boding Code Online bdp://www.floridabWldin&org/pr/pi app o.aspx?pmny wGEVX . Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative AddreswThone/Email Quality Assurance Representative Address/Phone /Email Category Subcategory Compliance Method Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cwes = Michael LaFevre mlafevre@cws= Brian Tenece 1,900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext291 btelace @oA&cc Jeff Thompson 1900 SW 446t Ave. Ocala, FL 34474 (352) 368 -6922 Ext221 jhompson @oA --cc' �cterior Doors Sliding Exterior Door Assemblies Evaluation deport from'a Florida Registered Architect or a Licensed Florida Professional Engineer 7- Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urtch, PE Validation Checklist - Hardoopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL11103 R1 CAI EvalRea CWS -292A (SGD -8900. X0.6068. PVB. IMP).ndF Standowd AAMA/WDMA/(SA/101/I.S.2 /A440 -05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996 -02 Year 2005 2004 2002 2002 I -r- 111AMA170 -1V7 AA. Florida Building Code Online C Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted hate Validated Date Pending FBC Approval Date Approved Summary of Products hup://www.florickbuildingorg(pr/pr app_dtl.aspX?par& - --wGBVX.. TAS 201/202/203 Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 1994 FL Model, Number or Name Description 11163.1 SGD -8900 SGD -8900 PVC, 2 Panel, 2 ?rack Sliding Glass Door, OX or XO, 6068. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11103 R1 11 'CWS -292A (SGD -8900. X6, 6068 PVB. Approved for use outside HVHZ: Yes IMP).odf Impact Resistant; Yes Verified By: Lucas A. Turner 58201 Design Pressures +601 -60 Created by Independent Third Party: Yes Other: large Missile Impact, Max. size 6068, DP = +J- 60 Evaluation Reports psf. FL11103 Rl AE DuPont PVB NOA 11 -0624 01 pff FL11103 R1 AE EvalReD QWS -292A (SGD -8900 XO, PVB. I69P).ndf 606$. FL11103 RI AE Akron NQA 11 -0830 09.DdF Created by Independent Third Party: Yes 1 SGD -8900 PVC Sliding Glass Dior. SGD -8900 PVC Sliding Glass Door, 16080. se Inst allation Instructions Approved for use in HVHZ: Yes EU1103 111 II _CWS -298A (SGD -8900. O)XO. 16080. Approved for use outside HVHZ: Yes IMPAC'f).rxif Impact Resistant; Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/ -60 Created by Independent Third Party: Yes Other.. Large Missile, DP = +/- 60 psf, Max. panel size 4'x Evaluation Reports 8'. Config. include O)XO, OXO, OX, XO. FL11143_ R1 AE DuPont SGP NOA 11 -0624 02.odf FL11103 Rl AE EvalReo CWS -298A (SGD -8900, QUO, 16080, IMPACr),Ddf FU1103 R1 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes - I contact Us :: phg[re: 850 487- 18241940 North Monroe Stmt. Tallahassee R 32399 The State of Mande Is an AAjM0 empbyer. CoMatht 2007 -x010 nacre of Fonda.:: Pikirscy AcoessWity staterne :: Refund Staterrneik Under Fodde law, e-fnd addresses are public records. 8 you do not want your e-mal address rebased in response to a public- records request, do not sand eleamnk ma8to tfib erfty. Instead, contact the office by phone or bytrsditnal maL I you have any questions regarding DBMS ADA web accessbft please contact our Web Master at webmaste Odhnr_s ate.Aus. Product AppnNW AOcepte: _ �s 13 ..cn 7llAP)n17 0.4'7 AA Lucas A. Turner, P.E., MBA Evaluation Report 298A 2080 Mauve Ter. North Port, FL 34286 Ph. 941 - 380 -1574 December 14, 2011 Product Description: Series 8900 PVC Sliding- Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance; This report evaluates the above - listed product per the requirements Of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N- 3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports NCTL- 210 - 3506 -1 and 4A, from National Certified Testing Laboratories, - Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440 -2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -298A, signed and sealed by Lucas A. Turner, PY. on 12/14/2011 Installation: Units must be installed according to approval document CWS -298A. Limitations of User This product: • May be used iri up to 48 5/8" x 9311 panel sizes (95 1/2" max. door height), with glass types and max, glass daylight sizes as shown in CWS -298A • Achieves design pressures.of +/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miaini- Dade N.O.A. #11- 0624.02 • . Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any c ompan.y manufacturing -or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. - t� tri Brio 58211 STATE OF Lucas A. Tumer, P.E. 2011 -12- 1418:58 -05:00 OZZ- 12/14/11 Lucas A. Turner, P.E. FL PE #58201 PVC IMPACT REQUIREMENT: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE r- IORIDA BUiLD1NO 0001:, OIIM=113ITION, iNOLUDiNO I-IV= 3LAZING DETAIL: (SEE SHEET 3) 4PPROVEb CONFIGURATIONS: °O)OV, "OXO , "X(r, or )ESIGN PRESSURES: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM 300. - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION ST PRESSURE, AND GLASS TABLES ASTM E -1300. 1NCHORAdE: THE 33 15%. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN THIS PRODUCT. SEE SHEETS 7 -8 FOR INSTALLATION DETAIL. WIND LOAD RATION FACTOR Od-1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS, 3RODUCTS APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT REQUIRED, %LL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. IEFERENCE TEST REPORTS: NCTL- 210. 3308 -1, 1A ;ERIE$/ MODEL DESIGNATION: SOD -8800. 1x OR'2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO OPERLY TRANSFER ALL'LOADS TO,STRUCTURE, BUCK OR FRAMING IS SPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERASLE SASH, FIXED SASH. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS, EXTERNAL WEEP.SLOT -1/4 x 1" LOCATED 4" FROM BOTH ENDS. GENERAL NOTES & ELEVATIONS-1 ANCHOR SCHEDULE & NOTES......2 DP CHART & GLAZING DSPAIL.. —..3 SECTION EXTRUSIONS & INSTALLATION DETAB.S._._ - ,„.,7 -S Lwu4Tww,PE 2011A24416:87-CEA0 ;ez PMWNlErARYAND QCirk9DEN71A4 12/14/11 THE INFORMA17ON C OWAINED IN THIS DRAWING IS THE SOLE PROPERTY OF OMOM WINDOWMTa' INGANYREPRODUOTONINPARTORAsAwHOLewC CF{QUTTHE WR7REN PERMISSION C:U9'rOM WIND11tlY 8Y8TEMa; 1N0. ISPRCRitBI'FID. No $8204 STATS OR �wmm% & pooHs SW 44TH AVE. A, FLORIDA 34474 tiJ OWS -288 T OF 8 C V' MAX (Typ) NOTES: 1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO.BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/18° IS PRESENT. 3. LO S---" BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1 11W SHALL BE ACHIEVED IN ANY CENTER DISTANCE OF 2 7118° SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FIXED PANEL CUP ANCHORS MUST BEAT LEAST 7 FROM INSTALLATION ANCHORS. S. #10 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF I SW INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGEDISTANCE OF 7/8' SHALL BE ACHIEVED IN ANY DIRECTION. FD(ED PANEL CLIP ANCHORS MUST BE AT LEAST 3' FROM INSTALLATION ANCHORS. S. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A TURNER FL P.E. 58201 A UPDATED PER 2010 FBC 111121. NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S�4�i4��tit�sr T +i 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUQSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �,M',•,(P E+HS4,•;��y� A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0 0.56 (SOUTHERN PINE OR GREATER) • 5 v N&MORS B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. d W AS201' '-A% 1800 SW •44TH AVE. C. MASONRY • STRENGTH CONFORMANCE TO ASTM "0, GRADE N, TYPE 1 (OR GREATER). *?� S * g OCALA, FLORIDA 34474 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: PmmwARYANOccNpmwmAL . lW4/11 FMNAAMA 100(FIN WINDOWS), FMA/AAMA (p GE WINDOWS) TMS �ATIM�'AMI)IN MDRAevn�x 19TA&soLSPROPIR YORCUSTOM FMAIWOMA 280(BOX WINDOWS) „FMAJAAMANd2M MA 3W(EXTERIOR DOORS). p6 SSION WA� W WO� M�� M IS p�iRrrEo sic GLASS TYPE A I" OVERALL 3116" TEMPERED S/6" AIRSPACE 7/16" LAMINATED GLASS 3M6" ANNEALED GLASS .080 SENTRY GLASS IONOPLAST INTERLAYER 3116° ANNEALED GLASS PURFECI'GLAZE "H" SIKAFLEX552 13!16° GLASS SITE 17-Z PROPI8E7MWANODONF0WrLAI, 12/14/11 THE IN50RMAMN OONTANEO IN THIS DRAWING 19 THE SOLE PROPERTY OF OMOM WNDOW BY8TEM198, INO. ANYR9PRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERM499ION OP CUBTQM WtN00W 8Y8TEM9, INO. 18 PROHIUMD. C SILL.RISER MAX. POSMVE DP OPTIONS (PSP) NO SILL RISER 60* 1737 SILL RISER 60 * NSTALLATI ER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE 16= REQUIRED. SILL RISER MAX. POSITIVE DP OPTIONS (PSP) NO SILL RISER gQ� 1737 SkL RISER So. * INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. PROPW9TARYANPCONRR6BMRAL IM4AI THS INFORMATION CONTAINED IN THIS CRAVING IS THE SOLE PROPERTY OFOUSTOM, WINDOW SYSTEM, INC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRRTEN PERMISSION OPOUSTOM WINDOW SYSTEMS, WM 19 PROHISITED. ( a 1 1 ITEMS NOT SHOWN FOR CLARITY: 10, 28.32 WIOPRETARYAND COMMEN71AL 12/14/11 WINDOW BT GN4O. AVo.WTH CIAO" IN FART OR SOLE PROPERTY OFOUSTOM AS A WHOLE WITHOUTM WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INO.1S PROWSITED. SILL RISER MAX..POSITIVE DP OPTIONS (PSF) NO SILL RISER 80* 1737 SILL RISER 80 *INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE !S,NOTT REQWRER e I % f PARTS LIST ITEM# PART$ DESCRIPTION I VENDOR MATERIAL 1 H -8042 FRAME, MAIN, SOD MIKRON . PVC 2 S-8040 THRESHOLDMI-ILER, SQD KRON PVC 3 5.1722 SUPFUHT D KE AL M 4 H -8032 PANEL TOP 6 H-8032 PANEL SIDE RAIL, SOD MIKAON PVC 8 RLGCK F1XE KR 7 H-8034 PANEL, R OP E MIKRON PVC 8 H 8036 MIKRON PVC 9 H41043 ASTRAGAL, SGD; ON PYC • 10 P-9142 ROLLER TANDEM SGD PLATED STEEL SULLIVAN STE L 11 P.3342 35 MSEALER SM4504 SCHNEE 12 P -3362 SETTtNGBL .1 ° 718 °X2° FRANK LOWE RUBBER 3 -3438 SIKAPLEX562 Oil FOURFECT GLAZE 9-1- SI PNE NKEL 14 P-3402 WSTP., 0270 A.1 87, BACK FlNSEAL, GRAY ULTRAFAB P-35N8 #8 X3/4° CIUAD RHILIPS,TEK FA9TENAL ZINC 16 P•3667 910 x2, HEXHEAD, TEK FASTENAL ZINC 17 PS762 CAP PLUG,1 /2° HOL E M &M NYLON 8 787 #10X1 "HEXWABWER TEK F I 19 P•3789 LOCKS HAN D E. KIT, P ,SOD SBURY STEEL 20 P-3792 3A1 °KEEPER AMESBURY SS 21 P-3793 MDR TISE LOCK HS&D S6 22 P 4138 d10 x 2, PAN HEAD PHIL, SMS E 23 8.1890 REINFORCE , PVWO SGD, ANEL KEYMARK ALUM 24 S -1681 REINFOROMt.N T,ALUMIN M O, PANEL KE ALUM 25 5.1818 F00 PANEL QqlF KEYMARK ALUM 26 5.1597 COVER.FD(EDPINEL LIP KEYMARK ALUM 27 S-1 PANELTRACK, UMINUKSGD,S L KEYMARK ALU 28 5.1726 REINFORCEMENT, TR GD KEYMA9K UM 29 5.1737 HIOHRISE SILL, ALUN6NUM SO 5 -8037 GLAZING BEAD 1.00 °, SGD N (KRON Pvc 31 8.6041 TRACK,SCREEN,SGD ORON PVC 32 B -6046 SUPPORT WELD, SGD MDCRON PVC 33 GLASS SEE SHEET 5) 34 H -0044 SCREEN CHANNEL Mll(RON purl 38 6046 SCREEN CHAINNE ADDER IMIKRQN PVC FIN F: 99 REIN )RCEMENT, OW{ K,8900) K K ALU 37 5.1764 SIL 7 C 1880 AL NOTE: ALL ALUMINUM EXTRUSIO 816/18" 9 1 0 171 1" ao0b .100 PVC OUTER FRAME - 5042 16/8" 080 18/18' ALUM.REINFORCEMENT 1591 7/18° 30. 1 U8 PVC GLAZING BEAD -6037 3 11/l.w V ALUM. HIGH RISE -1737 PVC PANEL INTERLOCK - 6034 PVC PANEL LCCKSTILE - $032 PVC PANEL INTERLOQK - 5033 .075 33/18° • MAN PVC SC . 1 , J� 8 ALUM INTERLOCK REINF -1768 S 618" 3 ALUM. REINFORCEMENT -1690 11 1 1 FRAME CORNERS SCREWED TOGETHER VENT CONSTRL 71ON 1 I I I VENTS FULLY• WELDED 3 •. 1 1A7' �---- 21!18' FIXED PANEL SUPPORT -1722 REEN TRACK - 6041 2 tUiB° 314 2.000 �»- ►r-6le 1118° PVC INTERLOCK SNAP - 6035 2 6° 1 0 _� /� 1 066 1%L° 1918° —@ 1 314" �»-- 21!18" 11/4° 314' 2 I 2 SILL THRESH COVER -1784 j� _ _ — PVC SCREEN ADAPTOR -8048 PVC TRACK FILLER - 6040 PVC WELD SUPPORT - SO48 .100 4�° 2fW CAS A. TURNER FLP.E.88201 A UPDATEDPER,2010FBC ---------711/122011 IV ir 080 ,*��r►�a►�[yORB�rI•p� 11/2° 718° �� ►q"�. "tiCi£lYg. 1t6+'J�+ 0710.• v °4 TvrNnn nva 1/1G ALUM.. FIXED PNL COVER -1818 1M. REINFORCEMENT -1726 ALUM. FIXED PNL CLIP -1597 /yz- Ns.�^3I f PVC SCREENCH"SL -6044 >RPMARYANDCONRDEiTWL )?1411 THE WFORMATION CONTAINED IN THE DRAWM Ie THE SOLE PROPEFITYOF MWOM -I{ WINDOW SMEM9, INC. ANY REPRODLWIION IN PART OR AS A WHOLE WiTHOLrrTHE WFxTT'EJ PS MISSION OF CUSTOM WINDOW SYMMS, INO. IS PRO CBTIED. NO 56201 7g - 1900 SW 44TH AVE. * 6 * - OCALA, FLORIDA 3 t ir EXTRUTIONS 8 1:2 80F8 ., 2118° 6 .050 13H�^ • ROLLER TRACK -1655 .075 33/18° • MAN PVC SC . 1 , J� 8 ALUM INTERLOCK REINF -1768 S 618" 3 ALUM. REINFORCEMENT -1690 11 1 1 FRAME CORNERS SCREWED TOGETHER VENT CONSTRL 71ON 1 I I I VENTS FULLY• WELDED 3 •. 1 1A7' �---- 21!18' FIXED PANEL SUPPORT -1722 REEN TRACK - 6041 2 tUiB° 314 2.000 �»- ►r-6le 1118° PVC INTERLOCK SNAP - 6035 2 6° 1 0 _� /� 1 066 1%L° 1918° —@ 1 314" �»-- 21!18" 11/4° 314' 2 I 2 SILL THRESH COVER -1784 j� _ _ — PVC SCREEN ADAPTOR -8048 PVC TRACK FILLER - 6040 PVC WELD SUPPORT - SO48 .100 4�° 2fW CAS A. TURNER FLP.E.88201 A UPDATEDPER,2010FBC ---------711/122011 IV ir 080 ,*��r►�a►�[yORB�rI•p� 11/2° 718° �� ►q"�. "tiCi£lYg. 1t6+'J�+ 0710.• v °4 TvrNnn nva 1/1G ALUM.. FIXED PNL COVER -1818 1M. REINFORCEMENT -1726 ALUM. FIXED PNL CLIP -1597 /yz- Ns.�^3I f PVC SCREENCH"SL -6044 >RPMARYANDCONRDEiTWL )?1411 THE WFORMATION CONTAINED IN THE DRAWM Ie THE SOLE PROPEFITYOF MWOM -I{ WINDOW SMEM9, INC. ANY REPRODLWIION IN PART OR AS A WHOLE WiTHOLrrTHE WFxTT'EJ PS MISSION OF CUSTOM WINDOW SYMMS, INO. IS PRO CBTIED. NO 56201 7g - 1900 SW 44TH AVE. * 6 * - OCALA, FLORIDA 3 t ir EXTRUTIONS 8 1:2 80F8 ., 1 lir MIN EDGE DIST 101 SEALANT BETWEEN 31 AND OPENING BY OTH' CONCRETEJMASONRY BY OTHERS EXTERIOR FINISH — BY OTHERS i PERIMETER SEALANT BY INSTALLER SEALANT UNDER SORE HEAD BY INSTALLER PERIMETER SEALANT BY INSTALLERIDO NOT COVER W EEP HOLES LM MIN EDGE 101 1 1/4" MIN EMBEDMENT pRU FIXED PANEL CUP) 1114* MIN EMBEDMENT — [C) 2 7/16 MIN CNTR TO CNTR DIST [C1 11f8" MIN EDGE DIST [C] 1 BY'WOOD BUCK - BY OTHERS 1A1 WN GNTR TO CNTR DIST 1C1 MAX SHIM EXTERIOR FINISH BY OTHERS as as 11lb" MIN EMBEDMENT [CI . S BY WOOD BUCK BY OTHERS JAI Ile MAX SHIM Isl Ed8'TALLATION ANCHOR, 3118° DIA MASONRY ANCHOR W/ WASHER I01 I , ERIOR HIGHRISE SILL BEAD OF.SEALANT BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER INSTALLATION ABHOR, V S DIA. MASONRY ANCHOR Wl WASHER (C) CONCRETE1MASONRY 1. INSTALLATION / ANCHOR DETAILS ALSO BY OTHERS APPLES .TO'OXO'3'PANELCONFIGURATIONS &'0)V, Wr 2 PANEL CONFIGURATIONS. eA& �ag, 4 A` x�vfL9 1Y•f &MIN EMBEDMENT yrf X1 /12/1" PROfi9ETARYAM DOMWENVAL 4/11 ERTIGAL SECTION THE INPOFNATION CONTAINED IN THE DRAVVM IS THE SOLE PROPERTY OFCUSTOM 'ASAWHOLEWITHOUTTHE RAMS ) WINDOWSYSTE ,NNO.ANY1{£PRODUOTIONSd PAR TOR W1Vrm PERMISBIOIV aF CUSTOM WINDOWSYSTEMS. INC. 18 FROMSITED. SY OTHER No �2D1 's� i800 SW 44TH AVE. ^ * 3 * s OCALA, FLORIDA $4474 13TATS. OF t+ DETAIL B , r MIN EMBEDMENT PD(I=D PANEL CUP) MIN EMBEDMENT 27/16 °MIN CNTR TO CNTR DIST IC) 1 & MIN EDGE DIST IC] BUCK I REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 2 &3, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE ' 8, SHT 2 111112/20111 NTS CW &298 A 7 OF8 SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2 BY WOOD BUOK SY OTW (A] CONCRETEIMASONRY- BY OTHERS EXTERIOR SHEATHING — BY OTHERS EXTERIOR•FINISH--- BY OTHERS 1= MW EMSEDMENT- [D] 1318° MIN. EMBEDMENT (D(T, RU FIXED PANEL CUP) ZW MIN EDGE DIST—T [D] 1/4' MAX SHIM INSTALLATION ANCHOR, 3118" DUL MASONRY ANOHOF WASHER [D] PERIMETER SEALANT BYINSTALLER -Z18_ MIN EDGE DIST [D] -1318 MIN EMBEDMENT } [D] L V4" MAX. SHIM [B] INSTALLATION ANCHOR, B10 WOOD SCREW W/ WASHER INSTALLATION ANCHOR 3118^ DIA. MASONRY AN&OR PI MAX SHIM —y APPLIES TO 3 PANEL CONFIGURATIONS &'OX','XO° 2 PANEL CONFIGURATIONS. J-= MIN. EMBEDMENT (7HRU FIXED PANEL CUP) INSTALLATION ANCHOR, B w/WASHEA (0] 01 WOOD SCREW W /WASHER (] D iDATED PER 2010 FBC e< H S SEALANT UNDER SCREW THE PIFOHAAATIN CONTAINED IN THIS, DRAWING IS TWSOLE PROPERTY OF CI TOM A WHOLE OUT THE !SYSTEMS. Z/r'MIN EDGE DIST vmrr J P6RM13SiON OF CMTOM WiNDU OW !NCNB PRa� m EO. yM pl• CONCREMMASONRY C HEAD BY INSTALLER BY OTHERS �� bv4b SEALENT BETWEEN BUCK AND OPENING BY OTHERS ` SGD B NTS ' A i PERIMETER SEALANT BY INSTALLER/DO NOT i� 6' i`$ or' '$ viF °• i COVER WEEP'HOLES . b $i °ymt 4��+1 i v V �i opo. 1 1/4° MN. L= MW. EDGE DIST. I —2 711V MIN. O.0 [0 C VERTICALSECTION FM ION 8 SILL IEALANT BETWEEN SILL FRAME INTPRInR EXTERIOR HFRAL ECTION N s ;ft% it 0 1. INSTALLATIONS / ANCHOR DETAIL ALSO °OXO' PI MAX SHIM —y APPLIES TO 3 PANEL CONFIGURATIONS &'OX','XO° 2 PANEL CONFIGURATIONS. J-= MIN. EMBEDMENT (7HRU FIXED PANEL CUP) INSTALLATION ANCHOR, & NO 58241 MIN EMBEDMENT 01 WOOD SCREW W /WASHER (] D iDATED PER 2010 FBC e< nROwaeTaRratmOONFlO�unAI 12!14/11 iQ.P'..R` 1., ,L 9 THE PIFOHAAATIN CONTAINED IN THIS, DRAWING IS TWSOLE PROPERTY OF CI TOM A WHOLE OUT THE !SYSTEMS. Z/r'MIN EDGE DIST vmrr J P6RM13SiON OF CMTOM WiNDU OW !NCNB PRa� m EO. yM pl• CONCREMMASONRY 2 BY BUCk >se' i a BY OTHERS �� bv4b SEALENT BETWEEN BUCK AND OPENING BY OTHERS 1. INSTALLATIONS / ANCHOR DETAIL ALSO °OXO' `+ °�' C � -w. ° APPLIES TO 3 PANEL CONFIGURATIONS &'OX','XO° 2 PANEL CONFIGURATIONS. ++ p'•�;� & NO 58241 [C] SEE NOTE 4, BHT 2 ,ag iDATED PER 2010 FBC STAT$ OF nROwaeTaRratmOONFlO�unAI 12!14/11 iQ.P'..R` 1., ,L 9 THE PIFOHAAATIN CONTAINED IN THIS, DRAWING IS TWSOLE PROPERTY OF CI TOM A WHOLE OUT THE !SYSTEMS. '�0, •'O.eR:i' vmrr J P6RM13SiON OF CMTOM WiNDU OW !NCNB PRa� m EO. EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE 14, BHT 1 [B] SEE NOTE 2 &3, BHT 2 [C] SEE NOTE 4, BHT 2 @] SEE NO'T'E B, BHT 2 iDATED PER 2010 FBC 11!1212431 SW 44TH AVE. A, FLORIDA 34474 4STALLATION DETAIL IN 2 BY BUCk • LAR E M 8.E IV P T �� N : ADE ` SGD NTS ' A