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WS-13-2713Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203896 Permit Number: WS -12 -13 -2713 Scheduled Inspection Date: February 25, 2014 Inspector: Rodriguez, Jorge Owner: FERNANDEZ, MARTA Job Address: 163 NW 102 Street Miami Shores, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010230060 Contractor: AMERICAN STORM PROTECTION Phone: (305)264 -0446 Building Department Comments INSTALLING IMPACT WINDOW 2 IMPACT DOORS AND 1 IMPACT GARAGE DOOR INSPECTOR COMMENTS False February 24, 2014 For Inspections please call: (305)762 -4949 Page 16 of 42 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 24, 2014 For Inspections please call: (305)762 -4949 Page 16 of 42 eY Miammi Shores Village Building Department 10050 N. 112nd Avenue, Miami Shores, Florida. 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER (3057762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FBC 20 l� Permit No. Master Permit NO. W5I 3 —7aL-] I ROOFING ,JOB ADDRESS: 6 N W M Z 7' City: Miami Shore.; County: Miami iiade zip: FoliWarcel#: 1 3 023 • QQ60 Is the Building Historically Designated: Yes NO Mood Zone: OWNER: Name (Fee Simple Titleholder): NI6 paA g _ I✓AA%G cz,:: Phone# S -s L i w / Address: / u.) 14 City: khA,441 S AQ 9&t� Shoe: Tenant/Lessee Name: Phone# Email: CONTRACTOR: Company Name: &XrC C6& STO„'A Address. /0 8 0 / N U) / 14 SL 46fE City: Et A M; State: Qualifier Name: -S D r t State Certification or Registration #: �� t✓ 3 Z Contact Phone#: 3 L62 8 -% 2 ! 3 Email Address: DESIGNER: Awhitectffizeneer: A04cc-r!V" .._Phone4P io3 �3G/ 7 �--' Phone#: Certificate of Competency #: AsaWIA&O Phone#: Value of Work for this Permit: $ / 0 . 3 a 3 . !AU Square/Linear Footage of Work: 80 Type of Work: C1Addition OAlteration UNew epair/Replace - ODemolition Description of Work: JLA S Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ __ .18ond $ Notary $ Training/Education Fee $ Double Fee $ Structund Review $ Technology Fee $ TOTAL FEE NOW DUE $1 ''Bonillak Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city Zip State p Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comnnenc ed 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, WHu S, POOLS, FURNACES, BOILERS, HHXrERS,'1'ANKS and AIR CONUI717I0NERS, El-C..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be dome in compliance with all applicable laws regulating construction and :coning. 46WARNING 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 condWon to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the nonce of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted nonce, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The f instruments was acknowledged before me this �3 The foregoing instrument was acknowledged before me this a day of , 206— , by MA R— N E day of D ✓ , 20 LS, by ! "E' L who is personally known to me or who has produced who is personally known to me or who has produces As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print D My o,�PPY p�Bli y commission Bxpirec: :...,. RIGOBMTO JESUS CUESTA * * MY COMMISSION If EE 051340 EXPIRES: April 27, 2015 ��°TFOF 4,3zl: Bonded Thru Budget N$M SeMm APPROVED BY �'� j Plans Examiner Structural Review (itevised 3112012)(Revised 071I(W)MevWW 06/10iM)(Revised 3115/09) NOTARY PUBLIC: Sign: l I.. c — I I Print: 91 My Commission Expires: * MY COMMISSION t EE 051340 EXPIRES: April 27, 2015 Bonded Thru Budget Notary Serft Zoning Clerk 1 T r _ i -- .� n1iami �hnrc APPRO\= BY ZONING DEPT, BLDG DEPT SUBJECT (0 CD,IPLV*NCE GARAGE 4 1 Level loo 3/16° = DATE DEC 0 3 2013 BY_ FRONT DOOR F-11 SHUTTER TAG # 1 I WINDOW TAG # 101 DOOR TAG# WALLS E EXISTING ASP WINDOWS & DOORS Martha Fernandez No. n Dam FLOOR PLAN - LEVEL1 0. 10801 N.W.14 Street #103 Miami, Fl. 33172 163 NW 102 Street Miami Shores, Fl. 33150 Date 11/16=13 100 za Ofice=5470a= - Emaf - engine ft@aspwindows.=n Dmw by ASP Pem* Dept www.aspwindows.com cracked by checker sore As Indicated n Permit Schedule Mark Family and Type Product Approval Design Pressure DP Required Frame Color Frame Type Glass Type Comments 1 CWS- Prestige_Swing Single Door_8750: 36" x 80" F1.14850.1 +70 %70 +40.1/ -53.6 Vinyl 2 6- 8- Thermatru_0paque_X_Fiber Classic: 30" x 80" 6 -Panel FL10537.1 +80.0 %80.0 +40.1/ -53.6 fiberglass NA 3 V&V_Horizontal Roller 200 Series: 47" x 36" 12 -0113.01 +70/ -70 +40.1 / -53.6 Aluminum 7/16 (B) 4 Amarr Garage Doors: & x T 12 -0228.01 +57/ -67 +40.1/ -53.6 ASP WINDOWS & DOORS Martha Fernandez � W4 °'""°" Date Permit Schedule Project ruirnbar 10M1 N.W.14 Street. #103 Miami, Fl. 33172 163 NW 102 Street Miami Shores, R. 33150 Dam 11/182013 102 Otlice:305470 -9369 - FinaH:engh=ring@aspwhMows.com Drawn by AW Pern* DM% wwwaspwlndows.com Chimed by Comer I scam 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings With a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES (' one 4" ). Mean Roof Mutiny Area (sq. ft) Height (ft) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 43.4 i2.4 - 41.6 41.1 - 40.6 -40.2 -39.8 -39.5 -39.3 16 40.6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 - 44.0 43.0 - 42.2 41.6 41.1 - 40.7 - 40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 - 44.6 - 43.5 - 42.8 42.2 41.7 - 41.3 - 40.9 - 40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 45.1 - 44.0 - 43.3 - 42.7 42.2 41.8 61.4 - 41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 45.7 - 44.6 -43.8 43.2 42.7 - 42.2 41.9 - 41.5 -41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -46.21 45.0 -44.2 43.6 43.1 42.7 423 42.0 41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 47.1 - 45.9 -45.1 - 44.5 - 44.0 43.6 - 43.2 - 42.8 -42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 - 48.0 - 46.8 -46.0 - 45.3 - 44.8 - 44.4 - 44.0 - 43.6 -43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 48.8 - 47.6 - 46.8 -46.1 - 45.6 -45.1 -44.7 - 44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 49.5 - 48.3 - 47.5 - 46.8 - 46.3 45.8 145.4 45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -50.3 49.0 118.2 - 47.5 - 47.0 - 46.5 - 46.1 - 45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 49.7 -48.8 - 48.2 - 47.6 - 47.1 - 46.7 - 46.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 - 50.4 - 49.5 48.8 - 48.2 47.7 - 47.3 - 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -52.2 -51.0 - 50.1 49.4 - 48.8 - 48.3 - 47.9 -47.5 -47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 .50.61 49.9 - 49.4 - 48.9 -48.4 - 48.1 47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 -50.5 - 49.9 49.4 - 49.0 - 48.6 48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -532 -52.2 -51.5 -50.9 -50.4 -50.01 49.6 49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.61 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -54.2 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 DESIGN PRESSURES FOR EXTERIOR ZONES ('lone S'l Moo f Tribut Hel ht (ff) 10 15 20 25 30 35 40 45 50 15 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 53.6 -51.5 -50.0 - 48.9 - 47.9 - 47.1 - 46.4 -45.8 -45.2 16 .6 39.5 38.8 38.2 37.7 37.3 36.9 36.6 36.4 -54.4 -52.2 -50.7 - 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 -55.1 -52.9 -51.4 -50.2 - 49.2 -48.4 - 47.6 - 47.0 -46.5 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 55.7 -53.5 -52.0 -50.8 - 49.8 -48.9 118.2 -47.6 117.0 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 - 48.1 -47.6 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 -57.0 -54.7 -53.1 -51.9 -50.9 - 50.0 -49.3 -48.7 118.1 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -58.1 -55.8 -54.2 -53.0 -51.9 -51.1 -50.3 - 49.6 119.0 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 -59.2 -56.9 -55.2 -53.9 -52.9 -52.0 -51.2 -50.6 -50.0 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 - 62.9 -60.4 -58.7 -57.3 -56.2 -55.3 1 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.21 43.7 43.3 42.9 42.6 - 63.7 61.2 -59.4 -58.0 -56.9 -56.0 -55.1 -54.4 -53.8 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 - 64.5 - 61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -65.2 62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 - 65.9 - 63.3 - 61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -67.3 - 64.6 - 62.7 - 61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -68.5 65.8 - 63.9 - 62.4 - 61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 69.7 66.9 65.0 63.5 62.2 61.2 60.3 -59.5 -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 - 70.8 68.0 66.0 64.5 63.2 62.2 61.2 -60.4 -59.7 60 53.6 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 -71.8 69.0 -67.0 - 65.4 -64.1 63.1 62.1 - 61.3 60.6 General Notes 1 These tables list allowable pressures (W,,, given as 0.6*%, where W ft is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (Volt) and the variables given harem. 2 These tables are not valid as a site - specific drawing 3 These tables apply to wells and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent 175 EXPOSURE CATEGORY = -Q Tables are vaffd for the following conditions only. 1 Ward Speed, (V� 3 -sewnd gust) = 175 mph 2 Risk Category: B (General Residential and Commercial Construction.). 3 Exposure Category C 4 Topographic Factor UW): 1.0 (Flat Tampa) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd -1.0, multiply the values in these tables by 1.18. Verify ICd requiremenm with local building official and product approvals before use. 7 Enclosed Building. Gcpi =0.18 Consult an Enatneer for env other condl8otn Instructions 1 Tables show the "worst case" design pressures, with any aolmown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis 3 Calculate the average roof height. If average cannot be determined, use the peak roof height Rermd lisp the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feat} 5 Area between structural mullions shall be used as tributary area 6 Detemhine the Zone (Interior 4, or Exterior 5) of the opening An opening with any portion closer thm distance to a buldmg comer sisll be considered man 13xtarior Zone (51 otherwise if all of the opening falls more than distance °a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of 10'/ of the minimum building width or 400/6 of the height, but not less than 3 feet 8 Read the worst case positive and negative design pressures for use as required by governing building department Er Digitally signed by FL T. Mellinger, P.E. FL Date: 2013.05.21 1 -04'00' Date: May 21, 2013 Not Valid without Signature and Raised Embossed Seal . e MIAMliM DE MIAMI-DADZ 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(E( 4A) � wwwaniamidade.itoytoera� Amarr Garage Boors 165 Carriage Court Winston - Salem, NC 27105 SCOPE: This 140A 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 Mlaml-Da& 1 County Product Control Section that this product or material fails to meet the requirements of the applicable builc Ing code. This product is tpproved as described herein, and has been designed to comply with the Florida Building Code, includine the H eh Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 91-0" Wide APPROVAL DOCUMENT: Drawing No. ItRC -9509- 189 -21 -I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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. TERIVIINATION 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 ofNOA. 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 # 07- 0619.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. r NOA No. 12-0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 Y Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509- 189 -214, titled 'Model 950 Heritage and Model 655 Oak . Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted under NOA # 07- 0619.02" 3. Test report on Large Missile Impact Test per FBC TAS 201 -94, Uniform Static Air Pressure Test per FBC TAS 202 -94 and Cyclic Wind Pressure Test per FBC TAS 203- 94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T682, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. );A00 Favol?, Carlos M. utrera, P.E. Product Control Examiner NOA No. 12-0228.01 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E -1 ICES. L sTEEI Rta.LER v/8' STEN i AGED $fAFTAIS PER 913LUM \ : •' TYPICAL DURASAFE CENTER HINGE 2 ATAC� N.T.S. xze. 5/I6' x' 13/8' f r+!L2�4: -`a6r• ,,; A. f B' LAG SCREv (D I�id),a BRACKET b 6/e'H X Re Gh 0 MAr R- TRUSS) TRACK AO (D 1/4-M x 6/S•THACK TRACK MOUNTING DETAIL SPLICE SULT AM RUT N.T.S. PER JAHB BRACKET OD 1/4'X S/B' )tEX AT END AND A. SAM STEEL ER vas I (a BOTTOM TIP SKIN X)AL JAYS 4X8 - F eeTTER) - DESION +301.5 ?A GA. )RN EXTERIOR s /BAXED RR PMYESTER RMIM CARRIERS ATTACHED .N TD END STILE W (3) 1/4' x 6/9' HEX HEAD SCREWS PER CARRIER WSS EVS SIDE LUCK ENGAGES DTTO VERTICAL TRACK ON Sm SIDES 9/8' !ON (SNAP LATCH, UR LUCK SAR UPTIOW ATTACH v /OD 1/4' x 3/4'HU HEAD � S^CR�EWS TYPICAL DURASAFE END HINGE @) � MAL iJ`` �✓ ..r... ,,�.... a��o�..(INi4ld10j'iRliti e� TYPICAL B(ITTDN BRACKET A ) LARGE MISSILE IMPACT RESISTANT SPOCIFTCATIDNS AM NOTES 1. ALL ALE IOAD W THE DOOR 5 TRANSFERRED TO THE VIRHCN. TRACK. fRON THE iRAOx THE LOAD PJ TRANSFERRED TO YERACAL JAfR35. 7TRaN F.MW ER RECD= NO PORAON of THE LOAD ! 2. eAt41 v2Rticn. dAKBS MOURN vmm LOADS OR 1 3, D L8.a R ARE W LBS A DOOR AND HARDWARE UM S AS FO TH BY DASI D AND WSTALLED WAI STANDAFID.4 A8 SEP FORTH BY 6ASNA. I ROLLED FORKED. / BAKED oN POI.YESIER 61 ND1. WEloIR SiID1 A Dom OPTO 7v Nm comes OF (4) MCAQY3 AS SHORN. USE (1 3 6je' R -TRUSS PER SMI= +MID (T) Y 20 OA SDNT DETAS 5 0. �PAOL 3 (4 SECTX>N6 REFER To TABLES 1 aao 2 INTEWOR Of GARAGE $a NOTE 2 UK ATTACHED V /(4) 0'' HEX WAD SCREWS END Sm !LE SLIDE BRACKET ATTAT V X W BULT AND NUTS 0 3 S/S•H X BS QA R -TRUSS I CENTER OF SECTMN EACH STX�E� ON STEEL V x 3/4' TOP SECTION mal o■�N " T10N DETAIL GtAa u ^o G't€rs'A�TN'Ei'ao TRACK CONES RArON FOR WS' UP TO 1$ TALL DOORS 24 GA SM DOOR Z THE S7EE1. 87TEfl1mt OOMCT 1JAOlOV FBAME FRAME TO S 11/64' X 1/2' SCREW - USED TO FASTER DECDRAT1VE PLASTIC HOLM WtN6DW FRAME: TD TKE ASSEMBLY SECTION D -B IMPACT WINDOW DETAIL N.T.S. ON 80LTS & NUTS r DU. x 1 -5/8' x 0/8' 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 18• O.C. 0 t/2' EMBEDMENT) P x 6 t f[^ 44v8 ATTA!:.uMCMT TO P008 Pct [ONCRETF HR.TI KWIK BOLT 3/8' % 4' STARTING 6• FROM ENDS THEN Z4' O.C. CE 1/2' EMBEDMENT) WLTI SLEEVE ANCHOR 3/8' X B-3/41 STARTING 6' FROM ENDS THEN 16' O.C. 0 1/4' EMBEDMENT) ITV /RAMSET REDHEAD [TRU -BOLT) 318• X 4' STARTING 6' FROM ENDS THEN 24• D.G (2 1/2' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMEWT_'fi] HmLOV G-BO BLOCK SiMPSON 1/4•X3. 7ITITI SCREWS STAR 6' A00 ENDS. USE PAIRS OF FASTENERS (3' ON AT 8• [LC. 0 I/8' EMBEDMENT) HD-Tl 1/4' X 2^3/4' KWIK -CON 11; SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS CP APART) AT 8' O.C. 0 1/4• EMBEDMENT) P X 6 GAL JAMB ATTA - Impff TO GRmRE_O G -9A BLOCK CP_000 PSI [.ROLE HILtt SLEEVE ANCHOR 3%8' % 2 -3/4' STARTIM 6' FROM ENDS THEN 20. Or 1/4' EMBEDMENT) OIR. USE FASTENERS F'DR HOLLOW C -90 SLOC10 ■LAGS AND DOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. ■PREPARATION OF WGOD JAMBS BY OTHERS WOOD CONCRETE HOLLOW BLOCK STRUCTURE STRUCTURE STRUCTURE STRRUCTURE t/2' MW 2 -3/,V MDi t -t/2• MIN 4' QXg Tom' JAMB 3' PON IMPACT GLAZING FASTENER DETAIL T.S. AVA8Al8E TRW CONROURAUM ars HE 0.= 81 VMS 10 ies 101A k1AX SGT 9' x T4 -• i4 maO@Qp "ICEIUSlr ^. DESIGN LO +87.0 PSF ft- Az : N0 n048519 ° -87.0 PSF m Tf: Y/1 L R 168 GARWME COURT WINSM -S&M KC. 3110.4 VWVAI=M MODEL 950 HEMUC8 1000. 2000 MODEL 085 OAK SUMMIT (24g) 1000, 2000 SHORT. LONG. FLUSH. & OAK SUMMIT PARIS Sul mm By =1 DIE 04/AJ01 I WARVIEW OAB� DM L MUMME FE OC Ba MM ISM 2 TABLE 1 TABLE 2 S 2/22/13 Year Florida Building Cade Online 2005 ASTM E 1300 2004 ASTM E 1886 Nl � ASTM E 1996 2002 PA TAS/201/202/203 1994 N -IS Home Log In j User Registration Hot Topics -. Submit Surcharge Stets & Facts i Publications FBC Staff BCIS Site Map i Links Search Business ' Professal $ uses: PcblApper ion p Product Anoroval Menu > Product or Application Search > Application List > Application Detall �`' FL # FL14850 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived 17 Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Jeff Thompson Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jhompson @cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL14850 RI COI EvalRen CWS -641A (SD -8750 IMPACTi Ddf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101 /I.S.2/A -440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code YA&w.floridaWilding.org/pr/Pr_app dtl. aspXtpararri= wGEVXC 1vrtDquH1FzfePouWloGhYGF3pWnOFUMJ %2biBOWAgtF4 %o2bKoA %3d %3d 1/2 2122113 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Products FL # Model, Number or Name Description 14850.1 SD 8750, Impact. SD 8750 French Door w/ SD -8710 Sidelights, Impac. Limits of Use _ Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/ -70 Other. Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Installation Instructions FL14850 Ri II CWS -641A (,SD 8750 IMPACi).odf Verified By: Lucas Turner 58201 j Created by Independent Third Party: Yes Evaluation Reports FL14850 Ri AE DuPont PVB NOA 11 -0624 01.Ddf FL14850 R1 AE DuPont SGP NOA 11 -0624 02.p_df FL14850 Rl AE EvalReo CWS -641A (SD -8750. IMPACT).odf FL14850 RI AE Mlkron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes ED E3 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. - Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address If they have one. The emails provided may be used for official communication Wth the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department Wth an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick here_. Product Approval Accepts: ar„ M_ wmN.flor!dabdIcfing.org/pr/pr_aM /o3d*/o3d 2/2 40" MAX SINGLE DOOR WIDTH 26 518" GLASS DLO A UUUR W IU 1 H 37 518" PANEL WIDTH 8 112" O 37 518" PANEL WIDTH SIDELITE ( 97° MAX UNIT 95 3/16 PANEL" B ^ I B D HEIGHT D 84 3116° SEE GLASS NOTE DL 8- 171-2" A T SINGLE DOOR NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS AND A MAX OF 20" ON CENTER FOR 81" TO 97" UNIT HEIGHT. 79" MAX FRENCH UUUR W IU 1 H F O 37 518" PANEL WIDTH SIDELITE ( 26 518" t GLASS DLO 83 518" GLASS 97" A UNIT _ HEIG X � y 1 95 3116" PANEL I D HEIGHT FLUSH BOLT ON INACTIVE SEE NOTE PAwEI 84 3116° GLASS DL C FRENCH DOOR 33 51 SIDELITE WIDTH 97" MAX UNIT HEIGHT DESIGN PRESSURE RATING ±70 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1 -3 ANCHOR DETAIL & NOTES .................4 GLAZING DETAIL .... ..............................5 1—A. Tl P.E SECTION VIEWS ...... ............................6 -8 BOM........................ ..............................9 EXTRUSIONS ......... .............................10 INSTALLATION DETAILS .................... 11 -14 94 518" F O F SIDELITE ( HEIGHT 83 518" GLASS AX iT 36 3116" MAX UNIT WIDTH 22 518" GLASS DLO 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSW ING W/ SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) WISIDELITE(S), SIDELITE NON ATTACHED 4. LOCK OPTIONS: "UPTO 6'8": A.DOUBLE BORE Wl (2) INTERIOR FLUSH BOLTS(HANDLE SET @)367 &MORTISE LOCK WI (2) INTERIOR FLUSH BOLTS(HANDLE SET QO 347 C.MULTIPOINT(4PT)(HANDLE SET @347. `ABOVE 6'8 ": A.MULTIPOINT(SPTXHANDLE SET @ 347. 5. DESIGN PRESSURES: - 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. 6. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11 -14 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL - 210 - 3761 -1,1A, 1B, 1C, 2, 2A 10. lx or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES / MODEL DESIGNATION: SD-8700, FD -8750, SLT -8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET 1 DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION'X' AND 19 STAND FOR THE FOLLOWING: X=OPERABLE DOOR, 0= FIXED PANEL. E SIDELITE 2011 -12 -07 09:35-05:00 l °;' PROPRIETARYAND CONFMENTAL 12/07!11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW MS SYSTE. WC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERM=ION OF CUSTOM WINDOW SYSTEMS. INC. IS PROH113M UPDATED PER 2010 FBC 111114/20111 SW 44TH AVE. A, FLORIDA 34474 GENERAL NOTES & ELEVATIONS - IMPACT 6700 -8750 RA vro 6Y ADE rATE: 12/512011 PVC SWING DOOR sc LE, Tao. NO.: CWS -641 Ev.LETTER: A "HEFT: 1 OF 14 9T AAA UN HE ULn,%�, ULU GLASS DLO FRENCH DOOR W1 SIDELITES 76 3/16" MAX UNIT WIDTH --i 36 3116° MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 97" MAX U F NIT F HEIGHT 94 5/8° SIDELITE HEIGHT 83 518° SIDELITE GL, S lu I'S � i E 13 22 518" GLASS DLO f 46° MAX SINGLE DOOR WIDTH 375/8 DOOR W IDTH 16° 1 HT HEAD 9, SI H 1513/8' MAX UNIT WIDTH 36 3/16" MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 5/8° 37 518" MAX 37 518° PANEL WIDTH PANEL WIM PANEL WIDTH DOOR WIDTH h MAX H H D 12 UNIT HEIG K t )ELITE L T v X X 95 3116" PANEL TIGHT GHT FLUSH HEIGHT 83 5/8" 94 5/8° O I X X Q 95 31 SIDELITE 84 3116" GLASS SEE PANEL PAN'. HEIGHT DLO NOTE 4 FLUSH GLASS DLO HEIC 83 518° jSHT 1 BUT INACTIVE I SIDELITE OOR PAN GLASS SEE PANEL GLASS DL DLO j NOTE 4 SHT 1 22 5/8° 26 518" ULn,%�, ULU GLASS DLO FRENCH DOOR W1 SIDELITES 76 3/16" MAX UNIT WIDTH --i 36 3116° MAX SIDELITE WIDTH 33 5/8" PANEL WIDTH 97" MAX U F NIT F HEIGHT 94 5/8° SIDELITE HEIGHT 83 518° SIDELITE GL, S lu I'S � i E 13 22 518" GLASS DLO f 46° MAX SINGLE DOOR WIDTH 375/8 DOOR W IDTH 16° 1 HT HEAD 9, SI H 85 3/16" PANEL HEIGHT D OR OOR L FRAMES ARE PANEL GLASS DLO MECHANICALLY FASTENED 265/8" PROPRIFTARYANDCOtMENTAL 12/07/11 GLASS DLO THE WFORMATKIN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W WOOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 18 PROHIBITED LUCAS A. 14 GLASS DLO '-1, 12 SIDELITE WI FRENCH DOOR SILL DESIGN PRESSURE RATING ±70 AX AT 1153/16" MAX UNIT WIDTH 6 3/16" MAX 79" MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 5 /8" 37 518° PANEL WIDTH DOOR WIDTH h H H D 12 UNIT HEIG t )ELITE L O v X X 95 3116" PANEL TIGHT FLUSH HEIGHT 83 5/8" BOLT I SIDELITE INACTIV 84 3116" GLASS SEE PANEL DOOR PANEL DLO NOTE 4 GLASS DLO jSHT 1 I 22 518" C 85 3/16" PANEL HEIGHT D OR OOR L FRAMES ARE PANEL GLASS DLO MECHANICALLY FASTENED 265/8" PROPRIFTARYANDCOtMENTAL 12/07/11 GLASS DLO THE WFORMATKIN CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W WOOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. 18 PROHIBITED LUCAS A. 14 GLASS DLO '-1, 12 SIDELITE WI FRENCH DOOR SILL DESIGN PRESSURE RATING ±70 AX AT 40" MAX SINGLE DOOR WIDTH MAX UNIT HEIGHT 79 3/16° DOOR PANEL HEIGHT 683/if DOOR 79" MAX FRENCH DOOR WIDTH 37 518" PANEL WIDTH PANEIWIDTH 1 26 5/8" 26 5/8" 26 518" LASS DL LASS DL LASS DLOl, G i i 8 112° I FLUSH 215116" FLUSH BOLT 79 3/16° BOLT DOOR 81° X PANEL X X MAX HEIGHT UNIT 68 3116" HEIGHT DOOR PANEL SEE GLASS DLO SEE NOTE 4, NOTE 4, SHT 1 7 I SHT 1 t 8 1/2" t t SINGLE DOOR t FRENCH DOOR NOTE: HINGE SPACINGS ARE 8 1/2° FROM ENDS AND A MAX OF 215116" ON CENTER FOR UPTO 81" UNIT HEIGHT. 16° Z :L HT 151318" MAX UNIT WIU I 36 3116" MAX 79" MAX FRENCH DOOR WIDTH SINGLE DOOR WIDTH SIDELITE WIDTH 37 r"" 33518 " I33 5/8" EL WIDTH IDELITE WIDT PANEL WIDTH 22 518" t LASS DL ' IAX ,NIT MAX FLUSH UNIT IEIGHT SIDELITE HEIGHT BOLT HEIGHT 79 31 O DOO 78 6/6° SIDELITE PANT SIDELITE O x X O HE HEIGHT SIDELITE 683 116" 675/8, 40" MAX SIDELITE WIDTH 37 518" DOOR PANE SIDELITE 33 5/8" PANEL WIDTH SEE PANEL WIDTH GLASS DLO GLASS NOTE 4, DLO / / SHT 1 / 1 UNIT j 1 22 518° 26 6B° 16° Z :L HT GLASS DLO ULA55 ULU FRENCH DOOR W /SIDELITES DESIGN PRESSURE RATING ( PRfWPoETSD AND WINGIS THE 1OFCUST1 THE INFORMATION CONTAINED IN i REPRODUCTION CRAW IN IS THE SOLE WHOLE EWY OF CUSTOM ±70 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 7 36 3116" MAX SINGLE DOOR WIDTH 33518 " IDELITE WIDT 22 518" LASS DL MAX 78 5518" UNIT SIDELITE HEIGHT HEIGHT O 67 5/8" SIDELITE GLASS DLO SIDELITE 112 318" MAX UNIT WIDTH 36 3/16" MAX 40" MAX SIDELITE WIDTH 37 518" SINGLE DOOR WIDTH 33 5/8" PANEL WIDTH PANEL WIDTH t MAX UNIT j HEGHT BOLT i 793 ?93 l_96_ 78 518" DOOR SIDELITE O X O PANEL HEIGHT HEIGHT 67 518° SIDELITE SEE DOOR PANEL GLASS NOTE 4, 168:�16- GLASS DLO DL SHT 1 22 518" 26 5/8" GLASS DLO GLASS DLO SIDELITE- DOOR - SIDELITE GLASS DLO ULA55 ULU FRENCH DOOR W /SIDELITES DESIGN PRESSURE RATING ( PRfWPoETSD AND WINGIS THE 1OFCUST1 THE INFORMATION CONTAINED IN i REPRODUCTION CRAW IN IS THE SOLE WHOLE EWY OF CUSTOM ±70 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 7 MIDSPAN -- 4" EXTRA ANCHORS 4'— E.-4• 4" y 4" SEE NOTE #2 REQUIRED IN WOOD 2" 6" MAX ' 4" 4" y, INSTALLATIONS. ' �4" 4" 4° 6" MAX MIDSPAN 6" MAX 2" 2" 1 6" MAX 4" MIDSPAN 6" MAX 8 112" -- �- 6" MAX 213116" 17° MAX 1 ANCHOR O.C. (TY� P) — — 1� % THRU 17" MAX MAX O.C. HINGE O.CL(TYP) 21 5 /1Sz: MAX. SEE NOTE #2 j i i i SIDELITE DOOR SIDELITE NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4. 114" DIA. ITW TAPCON MASONRY ANCHORS MUST BE 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 21/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN ANY DIRECTION. 3116" DIA. FTW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 11/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 213116" SHALL BE ACHIEVED. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. 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 11111412011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. {ixtataup 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) " B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). a toe S8y01 ,• gy r 1900 SW 44TH AVE. yp a. OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ' ° TITLE: OF INSTALLATION SHAH E DONE BY OTHERS IN ACCORDANCE ANCHOR SCHEDULE &NOTES - NON IMPACT LL v k1 StA7E OF r WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: *� tag ERlES: RAbVP BY ADE aTS 12!512011 FMA/ AAMA100 (FIN WINDOWS ),FMA/AAMA200 (FLANGE WINDOWS), Tr�INFOarourroNCONraNPROPRIET�� DCOtVIDENTIAL PROPERTY OF ou /sroaa f� *'rye$'° «a�;$ ®�+``* DEL 87008750 LE: ua�.No.:CWS641 FMAM/ DMA250 (BOX WINDOWS), FMAlAAMAM /DMA300(EXTERIORDOORS). WINDOW PERMISSION I. NYRE PRDUCTIwINPARTORASAWHOLEWEWI OUT THE ��`ZONA ��1�!` PVC SWING DOOR A HEET: 4OF14 B 1 1" OVERALL 3116" TEMPERED 5/16" AIRSPACE 112" LAMI 3116" ANNEALED GLASS .105 DUPONT PVB INTERLAYER 3116" ANNEALED GLASS FULL SIZE GLASS TYPE A 4FLEX 552 or PURFECT GLAZE? BITE I" OVERALL 3/16" TEMPERED 318" AIRSPACE 1116" LAMI 3116" ANNEALED GLASS 090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS SIKAFLEX 552 or SL- PURFECT GLAZE "H" BITE lg;f— AND CONNTDENrAL 12!07/11 AWING IS THE SOLE PROPERTY OF CUSTOM ION IN PART OR AS A WHOLE WITHOUT THE rW SYSTEMS. M. IS PROHIBITED LUCAS .. STATE OF RFGLImm GLASS TYPE UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 GLAZING - IMPACT 11/14/201 ADE UAIt 12/5/2011 1:1 wG.NO.:CWS -641 1: A ET` 5 OF 14 WIDTH 1-®GHT MAX SMITE MAx SINGLE MAX FRENCH 81" N" TYPEA TYPEA TYPEA 97" MAX TYPEB TYPEB TYPEB UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 GLAZING - IMPACT 11/14/201 ADE UAIt 12/5/2011 1:1 wG.NO.:CWS -641 1: A ET` 5 OF 14 SECTION VIEW A -A ALTERNATE 1 MORTISE LOCK W/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10- 12,13,15- 17,22,43,48,54,57,58 ITEMS NOT USED IN VERSION SHOWN: 2,3,8,9,15,16,25 - 28,30 - 34,36- 40,43,52,53,60,62,65,68,72,76 Z PROPRIETARY AND CONFIDENTIAL 12107/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WM30W SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRM EN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED SECTION VIEW B -B ALTERNATE 2 MULTIPOINT LOCK UPDATED PER 2010 FBC SW 44TH AVE. A, FLORIDA 34474 SECTION VIEW - SINGLE DOOR 8700 -8750 oRAWH'BY ADE PVC SWING DOOR NTS E4.LETTER: A 11114/201 12/512011 6OF14 SECTION VIEW C-C SECTION VIEW D -D 11;4 PROPRIETARYANDCONFIDfAIM 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. M. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ITEMS NOT SHOWN FOR CLARITY: 10- 12,13,15- 17,22,26- 28,36 - 39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,16,25,40 ,42,45,46,48,52,53,58,60,74,76 INTERIOR SECTION VIEW E -E ER SECTION VIEW F -F SEALANT APPLIED TO 15 ADJOINING FACES 7 BYINSTALLER ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1- 3,6,7,8 - 15,17,18,20,21 ,23,24,26,27,30 - 38,41,44- 46,48- 52,54 -56, 56-61,63- 71,74, 76 °,✓ PROPRIETARYANDCONFIDENTAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6° FROM TOP AND BOTTOM 17° MAX ON CENTER. SEALANT APPLIED TO -J LADJOINING FACES BY INSTALLER #10-24 x 1 -314° TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) FL P.E. ITEM PIN DBSCRIPTION MAT'L VENDOR 41 H•1833 MAW MF_ HEAD ALUM KEYMARK 2 H-1857 ASTRAGAL, INACTNE FD, PVC ALUM KEYMARK 3 _T _1_858 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARK 4 FI 1860 T�ORCHENT, VERT. ALUM KEYMARK 5 H-18 11 REINFORCEMENT, HORIZ. ALUM KEYMARK 6 1 K1878 MAN FRAME, SILL ALUM KEYMARK 7 H-1880 MAINFRAME, JAMB ALUM KEYMARK 8 K1881 MAINFRAME, SIDELITE@ DOOR ALUM KE WARK 9 H-1900 MAINFRAME, SmELFFE @ JAM16, HEAD, SILL ALUM KEYMARK 0 3039 SETTTING BLOM 1/8 X i X 2 FOAM FRA L 1 -5 1 TRUS L S 552 or E ' FOAM HO PRODUCTS 12 3503 X 112" PH TRUSS SS ASTRAGAL CAP FASTENAL 13 P-3511 SCREW #8 x /8" SO. PAN TEK Q TIEROD BRKT AM FASTENAL 4 -358 10- x 1/2", Fl Undercut PH, 18-8SS S 55 73767 S 1 1 @ S B S 16 f� 4 4 S X 314 PHIL, FLAT SS @ S10F1 SHIM FASTENAL 17 134278 FUZZY PAD, .200" x 1.250"WfADHESIVE ULTWFAB 18 P -4522 #10x 11/4!', PH FLAT, SMS - HINGE@ PANEL SS FASTENAL 19 P-4774 WSTR BULBILEAFS, PANEL AL AMESBURY 20 13-4790 FLUSH BOLT, TOP/BTM ALUM SULLIVAN 21 P 4794 SCREW #8 x 5/8" SQ.FLAT TE< @ INSERT ATTACH ALUM FASTENAL 22 P-4802 ALL THREADED ROD (TIE ROD) ALUM KENASTER 23 P-4807 HINGE, GUIDE ALUM HOPPE 24 P- 4soe149o9 HINGE, SET, LEFT or RIGHT ALUM HOPPE 25 P48 T4— WSTP, .50 750 FOLDED BULB SEA SUELITE ANNIBURY 26 P 3 LOCK STRIKE RATE ALUM P [DOCK 2 864 RHINO STRIKE RATE ALUM PADDOCK 28 6 GUIDE� TIE ROD NYLON KEYMARK 29 871 TIE ROD BRACKET SMEIVAN 30 P4885 SHOOT BOLT, TOP gLUM PADDOCK 31 13-4886 SHOOT BOLT, BOTTOM PADDOCK 2 13-4851 LOCKBAR, INACTIVE, 8 FT PA 32 84884 LOC3KBAR MULTI - POINT, 5PT, 8 FT PV PADDOCK 32 13-4901 LCXCCBAR, MULTI- POINT, 4PT, 6'8 FT ALUM PA 32 P 4902 OCKBAR, INACTIVE, 6'8 FT PADDOCK 33 P-4903 HANDLE SET, ACT E AL PADDOCK 34 P-4905 HANDLESET, NACTNE PADDOCK 35 P4913 WSTR .50X.50 FOLDED BULB SEAL, @ DOOR SCHELGE- 36 -4917 CAP, ASTRAGAL, 01 IDE N LO 37 PL4918 G IDE, FLUSH BOLT, INACTIVE 38 P-4922 COVER, INTERIOR FLUSH BOLT NYLON M&M 3 P 4925 , ASTRAGAL, NYLON 40 -4926 S SIDELITF, DOOR SHIPPING BLOCK NYLON ALTERNATE APPROVED LOCKSETS: AMEX GRADE 2 LOCKSET AND DEADBOLT. ITEM PIN DESCRIPTION MAT'L VENDOR 41 -4927 GUM FLUSH BOLT NYLON M&M 42 P 4930 SCREW, #10 X 1 -1/4" HEX HEAD TEK @ S [DELITEATTACH FASTENAL 43 P-4933 NUT, 3/8 " -16 FLANGED Wl SERRATED LIP, SS, @ PANEL McMASTER 44 P-493T SCREW, #12 -24 X 1/2", PH FLAT, MS, @ HINGE FASTENAL 45 13-4936 DOOR KNOB, ACTIVE PANEL DE ANY 46 PL4937 IDEADBOLTAGMEPAKa DEANY 47 P-4969 ISCREN, #10 X 2" RENF. ATTACH. FASTENAL 48 84997 STRIKE, DEADBOLT PADDOCK 49 P-5127 SCREW, #12 X 2 ", PH PAN, SMS, ANCHOR FASTENAL 50 5130 GAS DOOR SLL, FRONT FOAM HO PRODUCTS 51 -5 1 GAS DOORS BA FOAM HO PRODUCTS 52 P-91-3-4 SCRIEW, #10 X 1 -31,V FIAT SQUARETYPE F@ HINGE FA ST DA L 53 P-515 GASKET, ml3 AM HO DUCTS -5 7 10- x 1/2", Fl Undercut PH, 18-8SS L 55 - OM B 56 P-5172 WSTP, .370 X .187, FN, BLACK ULTRAFAB 7 P- 174 SCREW #8 X 314" I )( SHER HEAD, @ ME FASTENAL 58 PL5186 SCREW #8-32 x 1 -1/4° FL MS, SS @ PLUNGER SS FASTENAL 59 S-1783 HOLD, MGH RISE AL KEYMARK 60 5-1784 NS ERT, REINFORCEMENT �lET ALUM KEYMARK 61 S-1806 COVER, JAMB, ANCHOR ALUM KEYMARK 62 5-1816 COVER JAMBS, HEAD,SLL, SIDELFFE ALUM KEYMARK 63 5-1817 DIRIPCAP ALUM KEYMARK 64 1640 COVER, HEAD, ANCHOR ALUM KEY NARK 65 S-1 9 ltd , NACTIVEPNL, LOCK HARDWARE KEYMA RK 66 S 1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67 1 S-1864 MERF FRONT, BTMATTACHSDLL ALUM KEYMARK 68 1865 MERT, BAM BTM ATTACH ILL ALUM KEYMARK 69 S-1915 BASF, SWEEP 70 S-1916 DRPCOVE2, gLUM KEYK% 71 S -6083 PANEL, TOP/BTM RA., Sm- R MIKRO N 72 S -6083 PANEL, TOP/B RAIL, S - SIDELITE MKRON 73 S-6084 GLAZING BEAD (1 ") PV MIKRON 74 K18881 , VERT., SINGLE DOOR ALUM KEYMARK 75 GLASS ISEEPAGE5 76 H-1862 RENFO VERT. AL KEYMARK 77 13-4887 i MORTISE LOCK PADDOCK ,ZI:7— PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERM➢SSM OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. LUCAS A. UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 r!TLE: BOM - IMPACT 11/14/2011 NFRIES: 8700 -8750 RAYNBY ADE alt: 121512011 DEL: PVC SWING DOOR NTS tdG. NO.:CWS 641 9 OF 14 .078 DOOR HEAD -1833 4 9116° .082 6. DOOR SILL -1878 6 4 9116° .078 [� 19116, 7 DOOR JAMB -1880 4 8J16° .078 L (NOTE: ALL EXTRUSIONS ARE 6061 -T6 ALUMINUM PVC DOOR PANEL - 6083 �► 1.470 5 1/16° 2.938 REINFORCEMENT -1861 REINFORCEMENT -1860 61 r 2.261 REINFORCEMENT -1857 REINFORCEMENT- 1858 �� 2.437 —►1 59 .070 180 THRESHOLD -1783 6" .080 2° 68 050 ASTRAGAL COVER -1859 FRAME COVER -1806 PROPFUETPMAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. WC ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED jj 1116" 3 4/ ° 6 SIDELITE COVER -1816 1 1St16° 69 1196" 3/4° i BASE SWEE -1916 6 �-- 9/16° 11 1t 6° 1/16" INSERT, FRONT -1864 1 112" -►{ I 6 1116" REINFORCEMENT -1862 SS2181 �T STATE Of j"o' 5 63 1/16" DRIP CAP -1817 608 60 —��0 1 3/4° –° I FILLER -17 44T -1/8° 1 1/18" 65 INSERT, IN ACTIVE PNL -1849 19/1611 1116" 13/16" Y 68 INSERT, BACK -1865 .616 1.077 73 PVC GLAZING BEAD - 6084 UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 5/8" 1116" 64 911911'6° HEAD COVER -1840 I 0 3/4° 13116 1/16" DRIP COVER -1916 11114/20111 ITLE: EXTRUSIONS - IMPACT ..FRIES: RALVHBY 8700 -8750 ADE '4TI:: 1215/2011 DEL: PVC SWING DOOR l 1:2 WO' NO.: CWS-641 e .LETTER: A 10 OF 14 INSTALLATION ANCHOR, 1/4" MASONRY ANCHOR [C] Z ia! MIN EDGE DIST. [C] EXTERIOR FINISH BY OTHERS PERIMETER SEAL BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY Jy� BY OTHERS — 1 1./4_ MIN. EMBEDMENT [C] 914° MAX. SHIM [B] 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR.[C] — CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. °.pDp•Do oDDn �'D Dp� n. I— 2 112" MIN. EDGE DIST. [C] VERTICAL SECTION FRAME (MASONRY) BY 114"_ MAX SHIM [B] CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. i1W MIN. EMBEDMENT [C] z.;r- DROPMETARYANDCON°I EWAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. PERIMETER SEALANT —' BYINSTALLER EXTERIOR FINISH BY OTHERS LUCAS A. 1 BY WOOD BUCK BY OTHERS. [A] 1�L4_ MIN. -- ~r EMBEDMENT [C] o a 4' 4e Q a' INSTALLATION ANCHOR, c' 1/4" MASONRY ANCHOR. [C] a' o' sc .° INSTALLATION ANCHOR, G' 3/16' FLAT MASONRY ANCHOR — 7 THROUGHHINGE. [E] 2.117 MIN eQ' EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS 19/4" MIN. EMBEDMENT [C] %HORIZONTAL SECTION (MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [S) SEE NOTE 283, SHT 4 [C) SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E) SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, — If MIN' #72 WOOD ANCHOR. [D] EDGE DIST. @j EXTERIOR FINISH, 1 316° MIN. EMBEDMENT. @] 1318" MIN. b BY OTHERS QaP° EMBEDMENT @] w ° ° 2 BY WOOD BUCK 13L8° MIN. BY OTHERS. [AI PERIMETER SEALANT 11 MAX SHIM [B] BY INSTALLER 1L4' MAX. SHIM [B] EXTERIOR FINISH BY OTHERS PERIMETER SEALANT REFERENCE NOTES: BY INSTALLER ❑ F'i r�� INSTALLATION ANCHOR, 114" DIA. MASONRY ANCHOR C [ ] HORIZONTAL SECTION LHI SEE NOTE 283, SHT 4 [c) SEE NOTE a, SHT4 [D] SEE NOTE S, SHT 4 FRAME ooD) (W 2 BY WOOD BUCK BY OTHERS, 9" MIN. [E) SEE NOTE S. SHT 4 FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] EDGE DIST. @] DOUBLE 3116" BEADS OF SEALANT CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL POINTS P POINTS BETWEEN FRAME AND SILL BY INSTALLER. BY INSTALLER. B INSTALLATION ANCHOR, r, #12 WOOD ANCHOR. @] (PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [El EDGE DIST. [C] VERTICAL SECTION 2/FRAME (WOOD) nNUOUS DOUBLE 3116° BEADS OF SEALANT 1ND PERIMETER AT ALL INDICATED TS BETWEEN FRAME AND SILL ISTALLER. CONCRETEIMASONRY BY OTHERS 11/4_ MIN. ry EMBEDMENT [C] G PROPRIETARY AND COtMENTAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRTfi"EN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. A. °u b INTERIOR 14 n °'"o o a� 13L8° MIN. EMBEDMENT [DI PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A) SEE NOTE 10, SHT 1 r�� INSTALLATION ANCHOR, 114" DIA. MASONRY ANCHOR C [ ] HORIZONTAL SECTION LHI SEE NOTE 283, SHT 4 [c) SEE NOTE a, SHT4 [D] SEE NOTE S, SHT 4 FRAME ooD) (W [E) SEE NOTE S. SHT 4 EDGE DIST. [C] VERTICAL SECTION 2/FRAME (WOOD) nNUOUS DOUBLE 3116° BEADS OF SEALANT 1ND PERIMETER AT ALL INDICATED TS BETWEEN FRAME AND SILL ISTALLER. CONCRETEIMASONRY BY OTHERS 11/4_ MIN. ry EMBEDMENT [C] G PROPRIETARY AND COtMENTAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRTfi"EN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. A. INSTALLATION ANCHOR, 114° MASONRY ANCHOR [C] . .............. � MIN �..,........ -o D o-••• ®-•p EDGE DIST. [C[ o• o•p o° po•s 0 o:d� �° Dom d• o o c O EXTERIOR FINISH --$° o= BY OTHERS PERIMETER SEALANT BYINSTALLER (PERIMETER SEALANT BYINSTALLER °. poc•D c c D •o D P D D �- 2it2" MIN. EDGE DIST. [C] VERTICAL SECTION FRAME (MASONRY) SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 114" MIN. EMBEDMENT [C] CONCRETE/MASONRY -1 BY WOOD BUCK BY OTHERS BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 114°_ MAX. SHIM [B] CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4° DIA. MASONRY ANCHOR [C] — CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. CONCRETEIMASONRY BY OTHERS c D n D o 11/4' MIN. EMBEDMENT [C] lz�z"' PROPRIETARYAND CONFIDENTAL IZ/07 /11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. M. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 1W MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. [A] 1 114" MIN. EMBEDMENT [C] — INSTALLATION ANCHOR, c' 4, 1/4° MASONRY ANCHOR. [C] a' s° a° 4' 4' 4' 2112" MIN ° EDGE DIST. [C] S° o SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BYINSTALLER EXTERIOR FINISH BY OTHERS VERTICAL SECTION FRAME (MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [e] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 [o] SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, r MIN. O PI #12 WOOD ANCHOR [DI EXTERIOR FINISH �Q�gQo f ]L6° MIN. BY OTHERS. o . EMBEDMENT [D] 1L4" MAX. SHIM [8] PERIMETER SEALANT BY INSTALLER 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. lIMETER SEALANT INSTALLER EDGE DIST. [C] — VERTICAL SECTION 1 FRAME (WOOD) CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. - INSTALLATION ANCHOR, 114" DIA. MASONRY ANCHOR [C] CONCRETEIMASONRY BY OTHERS 1318- MIN. EMBEDMENT(D) SLR MAX SHIM [B] V MIN. EDGE DIST. [D] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] 1 114" MIN. EMBEDMENT [C] ztz_ PROPRIE1nmrARDCONRDENTWL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WffHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. WC. 18 PROHI0REO 2 BY WOOD BUCK BY OTHERS. [A] PERIMETER SEALANT �°u°e�; �oi BY INSTALLER " EXTERIOR FINISH BY OTHERS REFERENCE NOTES: VERTICAL SECTION [A) SEE NOTE 10, SHIT 1 FRAME (WOOD) [AI SEE NOTE 2&3. SHT 4 [CI SEE NOTE 4, SHT 4 SEE NOTE 5, SHT 4 [[EEj] SEE NOTE 6, SHT 4 FL P.E. Lucas A. Turner, P.E., MBA Evaluation Report 641A 2080 Mauve Ter. North Port, FL 34286 Ph. 941- 380 -1574 December 7, 2011 Product Description: Series SD -8700, FD -8750, SLT -8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44h 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). 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 -641 A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011. 2) Test Reports NCTL -210- 3761 -1, 4A, -1B, 4C, -2, and -2A 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 2002/2005 3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/712011 Installation: Units must be installed according to approval document CWS -641A. Limitations of Use: This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS -641A • Achieves design pressures of +/-70 p.s.f. • 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 Miami - Dade N.O.A. #11- 0624.02 • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09 • Anchors indicated in CWS -641A shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. 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 this product.x�t:� ®r�r� Ak a" No 55201 -0- STATE OP Lucas A. Tumer, P.E. 2011 -12 -07 17:53 -05:00 zz 12/7/11 Lucas A. Turner, P.E. FL PE #58201 Florida Building Code Online ftda NomP` err? usi S 1 Pro ssi RaI Reguiation http: / /floridabuilding.org/pr /pr app_ dtl.aspx?param= wGEVXQwtDgtfY... En BCIS Home ( Log In t User Registration ( Hot Topics Submit Surcharge Stats & Facts r. Publications FBC Staff BCLS Site Maps Links " Search ?,Z - Product Approval USER: Pubic User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL10537 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Therma -Tru Corporation Address /Phone /Email 118 Industrial Drive Edgerton, 01-143517 (419) 298 -1740 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rwbidgconsultants.com Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2015 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL10537 R1 COI Certificate of Indevendence.ndf Standard ASTM D1929 ASTM D2843 Year 1996 1999 1 of 3 5/15/2013 8:31 PM Florida Building 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 of Products http: / /floridabuilding.org/pr /pr_ app_ dtl.aspx ?param= wGEVXQwtDgtfY... ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL10537 Ri Eouiv of STANDARDS.Ddf Method 1 Option D 02/28/2012 02/29/2012 03/07/2012 04/03/2012 2003 1998 2000 1995 1994 FL # Model, Number or Name Description 10537.1 a. "FiberClasslc ", "SmoothStar ", 6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or j "ClassicCraft" or "ClassicCraft Outswing Configuration i Rustic" I Limits of Use Installation Instructions { Approved for use In HVHZ: Yes FL10537 R1 II Inst 10537.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.1 for Design Pressure Ratings by FU0537 R1 AE EVAL 10537 1 adf i specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. 10537.2 b. "FiberClassic ", "SmoothStar ", 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite - "ClassicCraft" or "ClassicCraft (OX or XO) Inswing or Outswing Configuration Rustic Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 RI II Inst 10537.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes { Design Pressure: N/A Evaluation Reports Other: See INST 10537.2 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.2.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) ._.__._.....__ ._ ....... _ ....... __.._.....__. .......... _ ............... _ ...... _ ...... __..___ ............................ 10537.3 c. "FiberClassic ", "SmoothStar ", 6'8 "Impact" Opaque Fiberglass Single Door with Sidelites - 11 ClassicCraft" or "ClassicCraft (OXO) Inswing or Outswing Configuration Rustic" _. ... _ ...... .................. _....... ...... _. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 RI II Inst 10537 3 adf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 2 of 3 5/15/2013 8:31 PM Florida Building Code Online http: / /floridabuilding.org/pr /pr app_ dtt.aspx ?param= wGEVXQwtDgtfY... Other: See INST 10537.3 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.3.pdf speclflc Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation Instructions. (Note - ASTM E1300 -98 utilized for areas Inside the HVHZ)�� 10537.4 d. "FlberClassic ", "Smooth5tar ", 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing "ClassicCraft" or "ClassicCraft or Outswing Conflguration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL10537 R1 II Inst 10537.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.4 for Design Pressure Ratings by FL10537 R1 AE EVAL 10537.4.Ddf speclflc Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 10537.5 e. "FiberClassic ", "Smooth5tar", 6'8 "Impact" Opaque Fiberglass Double Door with Sidelites "ClassicCraft" or "ClassicCraft - (OXXO) Inswing or Outswing Conflguration i Rustic" 1 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL10537 R1 II Inst 10537.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 10537.5 for Design Pressure Ratings by FL10537 R3 AE EVAL 10537.5.pdf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note - ASTM E1300 -98 utilized for areas inside the HVHZ) Back Contact Us :: 1940 North Monroe Street, Taffahassea Fl. 32399 Phone: 850 -487 -1824 The State of Florida Is an WEED employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall addresses are public records. V you do not want your a -mall address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. 9 you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ema0s provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an eman address which can be made avellable to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: °«]- 3 of 3 5/15/2013 8:31 PM .. . � . r . . . ............. . , . . . . .asr @ @� @�b■ � yr.,. ».w :a m�*4»t� ©:n . „! �� \ �� a.z . � 4T 41 DMIOR 4T 41 43 R a� 2 INTERIOR 48 4g 42 d g 4 1 HORR N AL CROSS SECTION k 4T E 41 cY� 9 ® ISM �4.10'� M@ un EXTERIOR INTERIOR al a DETAIL A-A l f \✓ LAW S�oftt Siw 4'9 00000000 0000000 00000000 I.Ig _ 4T N 0000000 00000000 0000000 --T 00000000 0000000 0 ri 00000000 z 0000000 T 0000000 ?7y 0000000 00000000 00000 0000000 - 28,86% OPEN a 0000 0�` MAX. 44 4$ 'Z C 00000 0000006 E CWU MCWW EN7E 2 2$ 08 z 00000000 �— sua W.T.S. 9 00000000 asa. ft AL pat, ak US 3 09A8. A -A DROM N � Ptut� re#nlorcernen! FL-- 10837.1 a mw C��' - L DETAIL A A J € ®Rte P 000000 0000000 000000 0000000 000000 0000000, 000000 0000000 000000 0000000 000000 0000000, 000000 0000000 000000 0000 00000 0000 0 000000 0000000 DEWL &A Panel reWao ment TYP. 4 CORNERS Of PANEL u 28.86% OPEN AREA MAX. EXTERIOR wM �7 wl di 1, LL a ti en AL I m en LFS 3 n¢me Ppo m c fL- 90537.9 °a Er 4 os_ 0 R a y P opa A( M F°9 a ° d p p IMERIOR EXTERIOR Z ul 30 40 c A s to s0 60 a& 40 30 --� 40 3 60 so 16 8 60 so E 9 EXTERIOR INTERIOR EXTERIOR IMERIOR a P � r y QN 2 VERTICAL CROSS wk ECi(OAl C fSECt(OW ppf= Pe mqdmments r a o. EXTERIOR IM tOR EXTERIOR INTERIOR n 3D 40 30 40 WRIOR EXTERIOR s 6 so 60 So 60 o — 30 40 12 2 7 3 7 4 10 6o 60 2 ° v N•$ � p' a � e ° ° n 9 ° V v 'v > � ° 7 P• P v N 2/24/09 N.T.S. 4 \ JWC& CROSS SECMW CROSS SECWN 6 MW.AL CROSS SECRON mu m g" 'F' m amc ev: LFS 7 s 1 t��con�noiShee1 g rrotes sti lies 1 waterGtt&irafton fari�waterfnfltltaiton torwaterirlratmn FL- 10537.1 c recto rds �5 sreEr -2- ar 10 g 6 max. dP row ° tl- �A Psf cc FL -10537 STU OF AdATERIALS ITEMI DESCRIPTION MATERIAL ITEM DESCPJF710M 6MATTz A 1 X BUCK SG Z 0.55 WOOD 30 CLASSIC CRAFT RUSTIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG 2 0.55 WOOD 31 DOOR SKIN 0.095' THK CC RUSTIC = 6,000 PSI MIN. FIBERGLASS C MAX 1 /4' SHIM SPACE - 32 TOP RAIL CLASSIC CRAFT RUSTIC WOOD D 1 14C X 2-3/4' ELCO OR ITW CONCRETE SCREW STEEL 33 LOCK 8. HINGE STILE CLASSIC CRAFT RUSTIC WOOD/LVL MASONRY - 3,192 PSI MN. CONCRETE CONFORMING TO ACI CONCRETE 34 BOTTOM RAIL CLASSIC CRAFT RUSTIC COMP. 35 PANEL REINFORCEMENT OJT2:i THK CLASSIC CRAFT RUSTIC STS E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3114r X 3-1/4' ETW CONCRETE SCREW STEEL 36 FOAM CORE POLYURETHANE H 114' X 3-1 /4' ITW CONCRETE SCREW STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHAT FOR DETAIL J I /4" X 3-3/4 ELCO OR TW CONCRETE SCREW m 41 DOOR SKIN OA65' THK SMOOTH STAR = 64M PSI MN. FIBERGLASS L # 10 X 21/2 PFH WOOD SCREW STEEL 42 TOP RAIL SMOOTH STAR COMP. 1 INSWING ADJUSTABLE THRESHOLD MMAJ ALUM./WOOD 43 LOCK STILE SMOOTH STAR WOODR.VL 2 INSWINGTHRESHOLD ALUM./COMP. 44 HINGE STILE SMOOTH STAR WOOD 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD 30M ALUMJCOMP. 1 45 BOTTOM RAIL SMOOTH STAR COMP. 4 OUTSWNG COASTAL THRESHOLD ALUM./WOOD 46 PANEL REINFORCEMENT 0.023° THK SMOOTH STAR STEEL 5 OUTSWING STANDARD THRESHOLD ALUM ./WOOD 47 FOAM CORE POLYURETHANE 6 NSWNG THRESHOLD ALUM. /COMP. 50 CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 7 DOOR BOTTOM SWEEP VINYL 51 DOOR SKIN 0.095' THK. (CLASSIC C Fy = 6,000 PSI MN. FIBERGLASS 8 JAMB PL SG - 0.55 WOOD 52 TOP RAIL CLASSIC CRAFT) COMP. 9 JAMB (OAK) SG >= 0.55 WOOD -5T LOCK STILE I CLASSIC CRAFT) WOOD/LVL 10 WEATHERSTRIP FOAM 54 HINGE STILE CLASSIC WOODILV- 11 HINGE STEEL. 55 BOTTOM RAIL CLASSIC COMP. 12 1 #10 X 3/4" PM SCREW STEEL 56 PANEL REINFORCEMENT OA23" THK CIASSTC C STEEL 13 1 #9 X T PFH WOOD SCREW STEEL 57 FOAM COTE POLYURETHANE 14 LATCH STRIKE PLATE STEEL 60 FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS - 15 SECURITY STRIKE PLATE STEEL DOOR SKIN 0.065" THK FIBER CLASSIC) FY = 6,O0 PSI MN. FIBERGLASS IS #B X 2 -1 /2' PFH SCREW STEEL TOP RAIL (FIBER COMP. 17 #8 X 3/4° PFH SCREW STEEL LOCK STILE FIBER CLASSIC WOOD/LVL 18 KWIKSET PASSAGE LOCK- SIGNATURE SEA STEM r64 HINGE STILE FIBER CLASSIC WOOD 19 KWEKSET DEADBOLT - SIGNATURE SE2� 98D STEEL BOTTOM RAIL FIBER CLASSIC COMP. PANEL RENFORC94M 0.023° THK FIBER CLASSIC STEEL. FOAM CARE POLYURETHMIE 5.7E � 5.85, 4.57 581 j 6 max. dP row ° tl- �A Psf cc FL -10537 R W. R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vairico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Sub Category Manufacturer Product Name Category Joseph A. Reed, P.E. Testing Evaluation Lab.,lnc. Wendell W, Haney, P.E. Therma-Tru Corporation Smooth Star, Fiber Classic, Classie Craft Exterior Swinging Exterior Door 118 Industrial Drive and Classic Craft Rustic Fiberglass Door Doors Assembles Edgerton, OH 43817 Inswin Outswln � 9 Phone (419)298 -1740 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Urnitatfons: 1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone° (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product icomplies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using tthreshold item #4 meet water infiltration requirements for "HVHZ. 8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL- 10537.1 for size and design pressure limitations. Supporting [Documents: 1. Test Report No. TEL 01460336 -A,B,C STTS00001 15427- 107362 ATI 67508.01 - 106 -18 TEL 06- 1031 -1 2. Drawing No. No. FL 10537.1 Test Standard ASTM D635 -03, ASTM D1929 -96 ASTM D2843 -99 ASTM G26 -95 ASTM E84 -00a ASTM D1929- 96(2000)e01 TAS 201 -94, TAS 201 -94. TAS 203 -94 Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,Inc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Lon Hicks, VP Operations Omega Point Laboratories William E. Fitch, P.E. Architectural Testing, Inc. Joseph A. Reed, P.E. Testing Evaluation Lab.,lnc. Wendell W, Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute , certifying that Therma -Tru Corporation is manufacturing products within a quality assurance program that compiles with iSO /IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/2812012 PF 1454 Sheet 1 of 1 M IAM 4[aADE MIAMI -DADE COUNTY "i Iflu PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 511126 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) ww%Y.mi#mldacl&gff MLW Labrador & Fundora Corp. dba V & V Windows 2353 W 4th Avenue Hialeah, FL 33010 -1454 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 DESCRIPTION: Series 1200" Aluminum Horizontal Sliding Window — L.M.I. A,PPROVAL DOCUMENT: Drawing No. W1046, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.1.r, sheets 1 through 6 of 6, dated 04 /23/10 with revision B dated 11/22/11, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami4)ade 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 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 ## 10- 0824.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. APPROVED NOA No. 12-0113.01 Expiration Date: December 30, 2015 Approval Date: March 01, 2012 Page 1 Labrador & Pandora Corp. dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -26, titled "Series 200 Alum. Horiz. Sliding. Wdw. &M.I.) ", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF - 0126.01 -10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA# 10- 0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by AI Farooq Corporation, dated 06/24/10 and revised on 11/21/11, 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 L 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 01/14117. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 11 Statement letter of conformance, complying with FBC -2007 and FBC -2010, and of no financial interest; dated November 21, 2011, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF- 0126.01 -10, issued by American Test Lab of South Florida, Inc., dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOM 10- 0824.05) G. OTHERS I. Notice of Acceptance No. 10 -0824.05, issued to Labrador & Fundora Corp. dba V & V Windows for their Series "200" Aluminum Horizontal Sliding Window — L.M.I., approved on 12130 /10 and expiring on 12/30/15. Mapuel lvrv4 P.E. Product ontrol Ixaminer NO .12- 0113.01 Expiration Date: December 30, 2015 Approval Date: March 01, 2012 E -1 a 74' WWDOW WIDTH 8' MAX. 9' MAX HFAO/SILL HEAD /Sil CORNERS A 'I I FALSE MUNTM , ' ( -W ) 32 5/8° � j 33° USF13 D.L DPD. DA. GPM 38 3/4° VENT' WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. IES 2 LUMMIN HORIZONTAL EMU DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WIND 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 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WO. 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. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETALLS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERALS INCLUDING BUT NOT LIMITED TO SIEEL/MAL SGRLIIS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS WALL MEET THE REWREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. 3/18' ANN. GLASS 01ID° INTERLAYER BUTACITE PVB BY 'DUPONr 3/18' ANN. GLASS ii SILICONE C ii D PECORA 895 22 II co i li .Iy II iH a I 10 G�SS TYPE `B' B 'I I FALSE MUNTM , ' ( -W ) 32 5/8° � j 33° USF13 D.L DPD. DA. GPM 38 3/4° VENT' WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. IES 2 LUMMIN HORIZONTAL EMU DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WIND 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 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (WO. 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. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETALLS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERALS INCLUDING BUT NOT LIMITED TO SIEEL/MAL SGRLIIS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS WALL MEET THE REWREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. HEAT STREN'D. GLASS 080° INTERLAYER BUTACITE PVB BY 'DUPON7' r1/8' HEAT STREN'). GLASS 99s " / o � to CLASS TYPE 'C' GLAZING OPTIONS HEAT STREN'D. GLASS o9a" WTERLAYlR SE.MRY(ilAS BY 'WPDNr _3118° HEAT STRENIX GUIS'S 898 • W • pRODuarREVOW FL& CAPE N. 72 $ ®wi9lWaFksMs No o D9 Pt�aM 4. Z 9 IL ooh a q 4 I� 13 1� drawing no. W10 -26 3/18' ANN. GLASS 01ID° INTERLAYER BUTACITE PVB BY 'DUPONr 3/18' ANN. GLASS SILICONE 1 CORNING 985 PECORA 895 22 II co i li .Iy iH a I 10 G�SS TYPE `B' HEAT STREN'D. GLASS 080° INTERLAYER BUTACITE PVB BY 'DUPON7' r1/8' HEAT STREN'). GLASS 99s " / o � to CLASS TYPE 'C' GLAZING OPTIONS HEAT STREN'D. GLASS o9a" WTERLAYlR SE.MRY(ilAS BY 'WPDNr _3118° HEAT STRENIX GUIS'S 898 • W • pRODuarREVOW FL& CAPE N. 72 $ ®wi9lWaFksMs No o D9 Pt�aM 4. Z 9 IL ooh a q 4 I� 13 1� drawing no. W10 -26 M" —DARE COUNTY APRROM �, MUUJON & MUUION ANCHORS a li SEE SEPARATE NOA TYPICAL ANCHORS LTYPICAL ANCHORS SEE EUW. SEE EMV. FOR SPACING FOR SPACING to 4"u, z p 91 1 2 O g� h I t3 2 >1 911�o ji XWO pgpp11C1'MWSED sscanRlY�Bwiflilhe Fadds — O p BcRdin60 "` /S drowlRg rro. ti�p1� I W10 -26 �d sheet 3 of g WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ABTCHO SEE Et". FOR SPACING I EACH END a„/4° DIA. ULTRACON BY 'ELCO (Fu -177 KSL FY-155 W INTO 28Y WOOD BUCKS OR WOOD STRUCTURES M EACH EN 1 -3/8° MIN. PENETRATION INTO WOOD TH OF VENT. THRU 10Y BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CDNC. OR MASONRY DIRECTLY 6IT0 CONC. OR MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY J14 SA "S OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MW. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 CMS OR SELF DRILLING (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) D DISTANCE WS TYPICAL EDGE 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 f c = 3000 PSI MIN. C-90 HOLLOW /FILLED BLOCK AT JAMBS Pm = 20M PSI MIN. to 4"u, z p 91 1 2 O g� h I t3 2 >1 911�o ji XWO pgpp11C1'MWSED sscanRlY�Bwiflilhe Fadds — O p BcRdin60 "` /S drowlRg rro. ti�p1� I W10 -26 �d sheet 3 of g a WON ® ' SHIM Y= Q a p TYPICAL ANCHORS i p E '. FOR SPACING SEE a MEEAL STRUCTURE —SCREENS OPT, �•�� —�� ISY wow BUCKS ILL. Opo. 4 EXTERIOR u.c vu 1 y VENT a. MAX 7 n O Om, _ - � O r TYPICAL ANCHORS i1 �� © © ... „ SEE ELEV, lay WOOD BUCKS 1 N �1 /M ICAL ANCHORS Xox LILY-0 p EXTERIOR WINDOW VVIDTH TfP SEE ELEV. FM SPACING .MI—DAD MMI—DADE COUNTY APPROVED MULLION ftuftcob sy LTYPICAL ANCHORS SEE mac �� k� �� • � . � .�> - -- a FRAME HEAD [Q =a ,.420 .865 312 ADO TYP. SILL TRACK FRAME JAMB 968 062 . TYP. 843 .602 1- �� 1.476 .937 .050 1.128 ff .878 90s .873 VENT TOP /BOTTOM RAIL 1 U JAMB ADAPTER 2083 .082 .082 TYP. I.t00 174 T- p--� Fr== ,.775 .I l 184 t3 SILL RISER 1.188 JAMB STILE .125 —2063 z.t6� 11 1.139 ALUMINUM BAR MEETING RAIL AM O FDCED MTG. RAIL .147 +: - T,_ .68 t0 GLAZING BEAD 1 ITEM PART QUANTITY DR$CRWnON MATER,AL MANY. /SUPFUER /REMARKS I V103 1 FRAME HEAD 8063 -T6 - _ 2 V202 1 FRAME SILL 6063-TO - 3 V203 1 SILL TRACK 6083 -TB -- 4 V201 2 FRAME JAMS 6063 -T6 B V205 AS REOD. FRAME JAMB ADAPTER am-T6 - 6 V104 I/ VENT FDfED MTO RAIL 6083 -TB - 7 V204 1/ VENT VENT INTERLM 8063 -TB - B V209 1/ VENT JANE SERE 8083 -118 9 Vto7 1 2/ YEN' TOP AND BOTTOM RAIL 8083 -T6 - 10 V7o8 AS REOD. GLAZING BEAD 6083 -T6 ' 13 - AS REOD. ADD-ON SILL RISER 6063 -TB USE AS READ. 14 - 4/ VENT ROLLER HOUSING 6: GUME CELCON - is V208 2/ VENT ROLLER BRASS - ls V207 2/ PERT ROLLER PIN ST. STEEL - 17 #8 x 1 -1/4` AS REOD. FRANE%YENT ASSEMBLY SCREWS CRS P.H. SNs is 88 x r 2/ VENT FDI. RAR SILL SCREWS (SILL ENO) CRS P.H. SINS 19 - AS REQD. FIN SEAL VSTR PPING ULTRAFAB 20 914SOU AS READ. BULB SEAL (DUAL DUROMETER. T- SLOT =50. BULB=73) NEOPRENE ULTRAFAS 22 914SOU .AS REQO. OLAZM WAD BULB (DUAL MIROMETER. T- SLOT=50. SUL.B=73) NEOPRENE ULIRAFAS 23 - 2/ VENT SWEEP LATCH - AT 6-1/2° FROM EACH ENO 24 #8 x 3/4` 2/ LATCH LATCH INST. SCREW ST. STEEL PH SO 2S - YA)W. WEEP YALYE - 26 - 1/ YLM s /1s- BOx SCREEN - OPTIONAL 27 $8 x 1 /2° 2 ISAFFLE INSTALLATION SCREWS - PH TM Z 0 a ��nanp S v >�t� a arowing no. W10 -26