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WS-14-1307Miami Shores Village Mono � I Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JUt4 19 2014 FBC 20 / Permit No. Master Permit No. ROOTING JOB ADDRESS:—.357q N C 9 / ST City: Miami Shores County: Miami Dade Tap: 3 313 $ Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): A PIG/RE—s— 4 O o Address: 3 6 V NPD, 5'/ S 7 - city: City: H/.4 M i SgoAe5 State: Tenant2.essee Name. Phone#: Email: CONTRACTOR: Company Name: Address: _/Q W—" W /� City: _ C7 KiT71 State Certification or Registration #: Lt>C. / 5 / 3 A / V Certificate of Competency #: Contact Phone#: 6pQ Email Address: AGCD V VJ 4&0 ASP W / A)Gi0 W S - C1,2C DESIGNER: Architect/Engineer: Phone#: i Value of Work for this Permit: $ 5 A � � 1' Sgaareli inear Footage of Work: /g U Type of Work: ❑Addition Description of Work: X 18Aeration Color thru tile: m��ae�e��m��a��a��+��*Fees��e�a��e��s•��a�� Submittal Fee $ Permit Fee Scanting Fee $ Radon Fee $ Notary $ TraininglEducation Fee $ Double Fee $ Structural Review $ CCF $ COICC $ DBPR $ Bow $ Technology Fee $ . t, Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) 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 SignatureSignatur weer or Agent The foregoing instrument was acknowledged before Mme this day 1,11 m .2o j�, by A ijdl m Al who 's persowly known to me or who has produced A/ As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Kt b min (o..r ,B t, RtrnaERTO JESUS CUESTA M Commission E a ' * MY COMMISSION I Eh'bTi;O— My Expires: * EXPIRES: April 27, 2015 �l�rFOF F��oe Bonded ThM Budget KOM Semen APPROVED BY Contractor The foregoing instrument was acknowledged before me this day ofJ >a &X —0 20 IV. by So 902J who is personally known to me or who has produced as identification and who did take an oath. _ Plans Examiner Structural Review (Revised 3/12/2012)(ReAsed 07/1W7)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: ( ( ! ! L- , 1 Print: LAa �' ,.:' "", RIGOBERTO JE TA— My CommissionMY COMMISSION I EE 051340 W`r * EXPIRES: April 27, 2015 O: Boded Thor Budget Notary Sera = Zoning Clerk A�S IZ-1-1,36,7 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 CivillStructural # 11127 305-336-5069 "As -Built Certificate" July 28, 2014 Building Official Building & Zoning Dept. City of Miami Shores Miami Shores, Fla. Re: Andres Puentes 354 NE 91" St Miami Shores, Fla. Dear Building Official, In reference to the wood bucks that were installed inside the existing window openings for window replacements, an inspection was done to verify that the bucks were installed properly. It was determined that the wood bucks were 2"x I" & attached to the existing concrete wall with '/4" tapcon screws max. 6" from corners & 12" o.c. elsewhere. The methodology used was to visually observe the wood bucks prior to the installation of the windows, which were determined to be structurally sound to handle the window installations thru out the residence. Sincerely, Charles C. Mitchell, P.E. Permit Schedule Product I Design DP Frame I Glees Mark Family and Type I Approval Pressure Require! Type Type Comments 1 6'8-P roOpaque S Door: 36"x 80" 6 -Panel FL15210.1 +75.0/-75.0 +40.11-53.6 fiberglass NA 2 Amarr Garage Doors: w x r 12-0228.01 +57/-07 +40.1/-53.6 Ahaninum 3 CWS_8200_Horizon1al Rollw_FL7067.1_XO_Max 74x54_+-WDP: 64"x 30" FL7067.1 +601-60 +40.1/-53.6 Vinyl 7116 (A) 4 V&V_300 X_Single swing Door -12-0113.02:36"x 82° 12-0113.02 +70%80 +40.1/-53.6 Aluminum 7/16 (A) 5 CWS_8200_Horizor W Roller-FL7067.1-XO-Max 74x54- +-60DP: 3T x 38 31W FL7067.1 +6Q1-60 +40.1/-53.6 Vinyl 7/16 (A) 6 V&V 300_X_Singie swing Door -12-0113.02.36'x 82' 12-0113.02 +701.80 +40.11-53.6 Aluminum 7/16 (A) 7 CWS_8200 Horizontal Roller_FL7067.1_XO_Max 74x54 +-60DP: 37"x 38 3/8' FL7067.1 +60i-60 +40.11-53.6 Vinyl 7/16 (A) 8 V$V_300_X_Single swing Door12-0113.02: 36' x 82" 12-0113.02 +70%80 +40.11-53.6 Aluminum 7/16 (A) 9 CWS_8200_Hort onlal Roper-FL7067.4-XO-Max 73x64_+-60DP: 72.5" x 63' FL7067.4 +80%60 +40.1/-53.6 Vinyl 7/16 (A) Mark #98#10 joined by (1) Verticul MuRw (1X4) 10 CWS3200_1-forizontal Roler_FL7067.4_XO_Max 73x64+-60DP: 72.5' x SW FL7067.4 +W-60 +40.1/-53.6 Vinyl 7/16 (A) By CWS - FL9520.2 DP +-70 11 CWS-PW-8300-(+-56-max 48x72)_FL13010.4: 37" x 63' FL13010.4 +55/-55 +40.11-53.6 JVW 5/16(A). 12 CWS_8200_Hori xwM Roller_FL7067.4_XO_Mox 73x64_+-60DP: TV x 38 3/8" FL7067.4 +60%60 +40.1/-53.6 Vinyl 7116 (A) 13 CWS_8200_Hor1zontsl Roibr_FL7067.4 XO_Msx 73x64+-60DP: 74" x 50 6t8' FL7067.4 +60%60 +40.1/-53.6 VkryA 7/16 (A) 14 CWS_8400_Casemen� 3TX63ma�(+-0ODP):19118' x 38 316' FL6890.1 +gp/-60 +40.11-53.6 Vinyl 7/16 A 15 CWS_8200_Horbontai RoQerFL7057.1_XO_Max 74x54 _+-601)13- 37"x 38 3/8" F1.7067.1 +6p/-60 +40.1/-53.6 Vinyl 7/16 (A) 16 CWS_8200_HorizonW Rouer_FL7067.4_X0_Max 73x64_ j400P. 74'x 50 SW FL7067.4 +60(-60 +40.1/-53.6 Vinyl 7116 (A) 17 CWS -8200 -Horizontal RoW-FL7067.4_XQMax 73x64+-60DP: 74' x 38 3/8' FL7067.4 +60/-80 +40.11-53.6 JVW 7116 (A) 18 CWS_PW 8300_(+-55 nix 46x72) FL13010.4: 3r x 38 318" FL13010.4 +55/-55 +40.11-53.6 jVlny1 5/16(A). 19 CWS_8200_Horizontal Roller_FL70672_XOX_Unequal spiit_Max_111x64_+-6MP: 111'x63' FL7067.2 JA&B 718 ASP WINDOWS & DOORS Andres Puentes 10801 N.W.14 Street. #103 M94 R 33172 354 NE 91 Street Miami Shores, Fl. 33138 Olde= 470-91- wwtv.asla kilns mh Permit Schedule pwJwwMtw 300 6MOM14 Dawn by ASP Pant Daft ChecW by Cheddar scale 2010 FLORIDA BUILDING CODE/ASCE 7-10 For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 41 Mean Roof Tributary Area (sq. ft) Height Tributary Area (sq. R) (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 36.1 43.4 42.4 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 37.3 -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 38.7 -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 40.5 45.1 -44.0 -43.3 42.7 42.2 41.8 41.4 -41.1 -40.8 19 42.1 41.0 40.2 39.6 39.1 38.7 38.3 38.0 37.7 19 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 -48.1 -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 41.7 22 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 -50.0 -47.1 -45.9 -45.11 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 -53.0 -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 -56.9 -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 AA.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 -45.4 45.1 -44.8 30 46.3 45.1 44.3 43.6 43.0 42.6 42.2 41.8 41.5 41.2 -50.31 49.0 -48.2 -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 42.6 -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 44.2 -51.6 -50.4 -49.5 -48.8 -48.2 -47.7 -47.3 47.0 -46.6 36 482 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 46.3 -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 36 -52.8 -51.6 -50.6 -49.9 -49.4 -48.9 48.4 48.1 -47.7 40 49.21 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -55.1 -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 -57.3 -54.5 -53.2 -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 -60.1 -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 -64.6 -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 53.61 52.2 51.2 50.4 49.8 49.3 48.8 48.4 48.0 46.9 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 Mean Roof Tributary Area (sq. ft) Height Wind Speed, (V,u, 3 -second gust) - 173 mph (ft) Risk Category: II (General Residential and Commercial 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. -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 16 40.6 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 -48.2 -47.6 -47.0 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 -48.1 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 -49.0 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 -54.4 -53.7 -53.1 34 47.6 46.3 45.4 44.7 44.2 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 -59A -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 41 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 -69.766.9 -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 53.61 52.21 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 oma), given as 0.6"W u, where WW, 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 herein. 2 These tables are not valid as a site-specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verged 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 = C Tables are valid for the following condfNons oniv. 1 Wind Speed, (V,u, 3 -second gust) - 173 mph 2 Risk Category: II (General Residential and Commercial Construction). 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi - 0.18 Consult an Enatneer for any other conditions Instructions I Tables show the "worst ase° design pressures, with any unknown 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. Round up 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 cities] value (10 square feet). 5 Area between structural mullions shall be used as tributary area 6 Determine the Zone (Intenor 4, or Exterior 5) of the opening An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), 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 40%of the height, but not less than 3 feet 8 Read the worst ase 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 MUM- MIAMI -DADS COUNTY =MW PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOAovipera/ Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 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 Hitch Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up APPROVAL DOCUMENT: Drawing No. IRC -9509-189-21-I, titled "Model 950 Heritage and Model 655 Oats Summit (24p) 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., baring 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. 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 # 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. NOA No. 124228.41 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 Page 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509-189-214, titled' Model 950 Heritage and Model 655 Oak . Summit (24p) 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, F.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 NDA # 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. Johpson,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. Shelmeocke, P.E. ezvols Carlos M. Mora, P.E. Product Control Examiner KOA No. 12-022801 Expiration Date: September 6, 2017 B-1 Approval Date: May 3, 2012 I e4 816 HDl a=re=na= .raalatO of PDI.YEBTER ATTACHED %% x rT! DURASAFE CENTER HINGE% ATIAM v/SW '(4) v44- x H.LB. ✓ wr HEX HEAD $=a IRM am sm sm BJMD/@'KmRTICAI- LATCH. OR L= = OPTS C •- x � mu.T aw I Y 3� X 88 QA O CEMIER WAD EACq S4'TD.Q 3 T7R/8�'HS QALY. STEL+t. � SiCTImi�V/DC.� V4• x 3/4• H�Ay SpBCMS AT Eli Et7BSTILE, AHD 6D AT Atm @I AT STD.S ED RG E MISSILE seC710N A -A {SIDE VIEW1 "'/'T RESISTANT AY IMMMERUIOPMY � w 8 Immums --__ ($I MAX 1. AM IMME m MAM oE9�i14 ~ ' 2o•�t- Wo 8tIs8679 ' e(` gA�1�FM A� g ym Ho PDXam QP U¢ LQAD 437.0 PW �r; �• +298.8 tBe/FT B -341.Q LDS/PTMA1 AW M= Lm� M -87.o PSF ; t�, •A7s ADID �ra�iso � aQ6�ev � ��' a�PQ iS4i. ae u (�I e MNL SARI kOSSL oo ~,� O �O •' a�0 PORM®a BA%ED as PCLTF$IDt WALT O. Dose WW YO' ro T w (a sEC) r AQ D(. FS93'FAMCE 'h�S�OP1�►4 T,e�� 7 (1) 3 W R-T�19a PHB �QIIgV A63) i1) r 0A 81RQT a lea 6 'nom e81T0M "89 NM m TAMER 1 AND 2 7. 6UPPQRI� 4H87CO t LISAAti18 SHALL BE DEMO= ykgg BY A REQ SM PR At. PQ% MND LQADB XIDfQATED ON UOS CRAB M A�17XN(m oIIIER Lo00 7Eff m eMaerAt� Cmw 1mSi0X-8am RG om V WAWAUN 8 TIOa APPROIQd. UG YMIWACDAQ92 m ao TE OF ALL OouB 1B3ED m FAB80ATE PARELs nOB aP A!Y@•fAli�. 'A M078B81 2 9PE0lIMtB SHALL BE CVT PROM EADII DdOD$L @BO 1�l$iA1S8 lam. gm COB. AM MW MW ACCMU 3 m ASM E-8 BY A WOE CC1D1111 NODM 888 QDB 8 1 APPRC>BD LAB 88EO1iD = PAID BY UM Ai1VRM EMMY 3 80D� X10 M a TPMB A YEA M MAXWACgiREB SFUU MAD. m INS BOW LONG, PLUML & OAK SW= PAMS A ( OF Remm MIH COt60B I M SAT UB: BFAE SF1�00:0 RM COBS AT TIM MAWRAOMM MEJ WON It XO OR R NOW PROWA=OURMW STAIEMENT FM in MMDt( P � BUIlMOUr v9 eH UM PAt=&S POR OM CUMWIAg ata®er fRC-95�-184-Z1-1 l=L9lllWPLMkW=jRW 1 OF 3 GLASS 24 6A SM DDDR LOW'CANTO - VBmW FRAtff. FRAM m - «.86•X1/8• SGffiN - I✓8F� m vasT6N GECiBtATIVE nLASTIC morin env row To THE ASSUGLY . �T � TRAM COPIRCURATION FOR Wr UP TO I$ TALL DOORS a vans SECTm B-H IMPACT WD=V DETAIL N. Dj ego ur ammom lffeV 0.1:. (E va• ENIE@ffNT) IM ENDS THEN 16. 6C. U 1/4• E 6• FROM ENDS TWN 24' = (e 1/2• ENS LOCK . USE PAIRS 13F FASTENERS 6, nwm ENDS. usE PAIRS OF DD+ACT GLAZING FASTENER DETAIL S. A1AILASIL TRAM 09WISURAIONS SA 1 MBCBPU OF MUM 12M IN A JAWIM30WAII IIAW In S moms W/R/W 0D C amWlcm 8 °� � Ia D LGAIM PS F Ho nO48679 • -67.0 PSF 8T/ E OF� to ckmm cam W1MT@i-SAL06 RQ "m VWmAwm MODEL 980 TEPPAOE 1000, 8000 MODEL ON OAK SUMMIT (84g) 1000. 8000 SHOW LONG, FLUM & OAK SUMMIT PANELS BI Omer OBS Mff $ON 6(L xRpf-H E» MM L INU Mk PLL K U IDIIOS OW 2 W 3 TABLE 1 TABLE 2 6N61z014 Florida Building Code Online P 70 6 7, Product AnDmAl Menu a Product orAoeli®don Search > Application List > APp9CatbnDataa Authortzed Signature Michael LaFevre mlefevre0cws.cc Technical Representative Brian Tenace Address/Phone/Emaq 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Ernen 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.0 ich, PE ® Validation Checidlst - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code SWANA AAMA1WDMA/CSA/101/LS.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 h#d/vAw1aidaWldng.org/pr4y app _AmPOpwwmvA3F-WQMD4 ZSci39Jzut1 WaEgKb3uNgdeGAP/oW 1/2 FL 4 FL7067-R4 Application Type Rdevision Code Version 2010 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Ernall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authortzed Signature Michael LaFevre mlefevre0cws.cc Technical Representative Brian Tenace Address/Phone/Emaq 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Ernen 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.0 ich, PE ® Validation Checidlst - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code SWANA AAMA1WDMA/CSA/101/LS.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 h#d/vAw1aidaWldng.org/pr4y app _AmPOpwwmvA3F-WQMD4 ZSci39Jzut1 WaEgKb3uNgdeGAP/oW 1/2 M-1 .. "ti il , Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Ondine Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 7067.1 HS -8200 Vinyl Horizontal Steer Lhn@s of Use Approved for use in HVHZt Yes Approved for use outside HVHZ: Yes InWactResistant: Yes Design Pressures +60/-60 Other. Large Missile, 74x54, DP ra +/- 60 psf, (Impact). HS -8200 Vinyl Flg/Fin Horizontal Slider (Impact) 74x54, x0. Installation instructions FL7067 R4 II CWS- 157B (HS -8200 IMPA Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evahmton Reports Created by Independent Third Party: Yes 7067.3 1 FLS -8200 Vinyl Horizontal Sftder Links of Use Approved for use In HVHZ, Yes Approved for use outside HVHZt Yes ImpactResistant: Yes Designs Pressuret +60/-7S Others Large Missile, 73° x 62°, DP = + 60, - 7S psf, Impact. HS -8200 Vinyl Fig Horizontal Slider, 730 x 620, XO or OX. installation Instructions EL20674(� ICNS- 399A (HS -8200. 73)d Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes BvaknMon Reports FL7067 R4 AE QuPont SGP NOR 11- FL7067 R4 AE van o MS -399A (HS - IMPACT). M Contact Us :: 1940 North Monroe Street Tallahassee PL 32399 Phone: 840-487-1824 The State of Florida Is an MIND employer. 7007-2013 State of laodda.:: Pthmcm Statement :: Accessibility Statement :: Refund statement Under Florida law, email addresses ere 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 Chapter455, F.S. must provide the Department tkth an email address It they have one. The smalls provided may be used for official communication vkth the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address ulfidh can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dl& }i@j3L. Product Approval Accepts- In MCBM 99 M 1+r'h nres ht hwaffaddaWking.crg#4 r' gP_o.asp QpwwwrA WXQwmgvnlWZSgMkuQ"VaEgMa"gMW/oW 02 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 186B December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 40 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 -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3433-1, 4A, -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 3) Supplemental Calculations to support CWS -18613, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -186B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -186B • 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 glazing as shown in CWS -18613, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Milaon 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 this product. Lucas a Tum®r, P.E. 2011-12-1614:38-05:00 `ss��fi1?REI '�rjta►f sus t" No 58201 0;� STAT OF ,+" �+Z @'. .. lz�;L 12/16/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .........................1 ANCHOR SCHEDULE & NOTES...............................2 DP CHARTS & GLAZING'OLP'XO'.......... ....... ..... .3 SECTION VIEWS & ALT. FRAME "OX" "XO"...........A EXTRUSIONS & BILL OF MATERIALS .................... 5 INSTALLATION DETAIL .... ............................... 6.7 MAX sasH WK1TH DESIGN PRESS RATING *w �; LAms A Tomer, P.E. 2011-12-0711:30-05:00 'ztt PROPRIETARYANO COMDHRpL 12!7/11 THE WFOMVATM CONTAINED IN THIS ORAW WO tS THE SOLE PROPERTY OF CUSTOU WINDOW SYSTEMS. WC. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE W WTEN PEI M MON OF CUSTOM W WOOW SYSTEMS. WR W PROHNRED. PVC IMPACT REOUIREMENTS: 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. APPROVED CONFIGURATIONS: •OX','XO' 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-130D. -POSITNE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. S. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd -1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT REOUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL. OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEADISILL 8. REFERENCE TEST REPORTS: NCTL-2103433-1, 1A, Z 2A 9. SERIES / MODEL DESIGNATION HS -11200. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM ON ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4' X 1' LOCATED 4' FROM BOTH ENDS 1Y MAX O.C. I� I SEE NOTE 2 4 MAX B° MAX O.C. SEE NOTE 8 it MAX8" M� A (TYP) IFI (TYP) (TYP) B" MAX. 4_ MAX J—FI (TYP) (NP) Ir MAX O.C. SWEEP LOCKS ONLY ENGAGED8" SWEEP LOCKS ONLY ENGAGED MAX O.C. DURING HURRICANEi LOCKS ARE LOCATED AT THE (TYP)DURING HURRICANE. LOCKS ARE LOCATED AT THE THBR POINTS ALONG THE FRAME JAMB THIRD POINTS ALONG THE FRAME JAMB p X p X INSTALLATION ANCHORS TYP. LATIN ANCHORS TYP. ANCHORS B B A C ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) naw RNUW FAN (WOOD ) THRU FRAME YaPEraNc) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/18" DIA. ELCO ULTRACON 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 2112° SHAD BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 31W INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 121712011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. /07 LUCAS A TURNER FL P.E. 58281 AUPDATED PER NEW FBC REQUIREMENTSttnou 6. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED 1N SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ttppyDREVy rtI, 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD SPECIFIC GRAVITY OF .�OOPye?G E N 8F L,Q��i, IV�?�� &DOORS -MINIMUM G� 55 (SOUTHERN PINE OR GREATER) :� No 58201 ';�70: 1800 SWWINDOWS VE B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, : : OCALA, FLORIDA 34474 TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE y �°" * * A e. ANCHOR SCHEDULE & NOTES - IMPACT O �" STATE OF : ��+ �► ERIES: VN BY; TE: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT _ ," /1112011 +,,,�Ai VERSION OF THE PROPRlFrAW REFERENCE DOCUMENTS.A200(F� OOEL: � �V. FMA/AAMA 1 �� tS THE SOLE PROPERTY FSYSTEMS.WRITTEN HQRIZ SLIDER FMAftNDMA 250(BOX WINDOWS), FMA/AAMANVDMA EXNDOWS DOORS}. ES^s^ TEMS, M IS �wlrOFCU THE CUSTOM �/rppyAL.\_,, LErrErt 811111,11 � HEET:.07CWS-les g es 718° OVERALL 118` ANNEALED or TEMPERED 7118' AIRSPACE 8/18° OVERALL 8118' LAW V8' ANNEALED GLASS 118' ANNEALED = DUPONT PVBINTERLAYER M DUPONT PVS INTERLAYER 118' ANNEALED GLASS V8' ANNEALED PUI�ECT GLAZE W CT GLAZE W SIKAFt.EX 812 SIKAFLEX 882 1 1 U2' GLASS SITE � O 1PP GLASS SITE CLASS TYm A GLASS'"m 13 FULL SIZE FULL SIZE ]I UPDATED PER 2010 FBC 12=411 LtLCA3 A TURNER FL P.E 18281 A JUPDATED PER NEW FBC REQUIREMENTS /07 aiaewq� �� IM91DOWS&DOORS - • *%. P jfNo 58201 190 SW 44TH AVE. FLORIDA 34474 L— Z9 •: STATE OF .fODEL: E. 'XOP -' C DP CHARTS & GLAZING - IMPACT '�* 82� ADE 07/11/2011 N TARYANDCOWMENTM 1217!11 . p?:� ��.0 ........ � THE PGR~TION CONTANO M TWS DRAWING IS THE SOLE PROPERTY OF CUSTOM 'IFS •�'........... WHOLEWnmUT T� •,,��®IyA� El,�aa : 1.1 PVC HORIZ SLID W G. �.iW$-1� WWMDOW SYSTEMS,t Ac's REPRODUCTIONW SY , IS V. LNTTER: B ET: 30F? SECTION VIEW A -A TYPICAL VERTICAL SECTION NOTE: SNOWS FLIED GLASS CUTAWAY DETAIL C (HEAD IMPACT HOOKS) IMOTE: ITEMS 27, 34, 39,40. 41, 48. 1.52 ARE USED BUT NOT SHOWN OR SECTION VIEW C -C ALTERNATE FIN FRAME J_x PROPIVETARYANDCOWIDENTAL 12J7/11 THE INFORMATION CONTAMED IN THIS ORAWfNG IS THE SOLE PROPERTY OF CUSTOM WD=W SYSTEMS. MC. ANY REPROOUCTM IN PART OR AS AWHOLE WITHOUT THE WRITTEN PEWhBSSION OF CUSTOM WWDOW SYSTEMS, WC. 18 PROHIBITED, I I FRAIL HOOK LOC. FRAME SASH CLIP IMPACT HOOK SPACING: 1) HEAD HOOKS: A)) 8' FROM UPST EOQE TO ED<•IE OE HOOK B) ATHIRD HOOK I8 CENTERED IF UIWT WIDTH IS GREATER THAN OR EQUAL TO 81 3W. >' C) INNER HOOK 3718° FROM EDGE OF MTG RAIL. 2) SASH CATCH: A) 2- a FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81314•. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114°. 38 PS352 Sat B➢c, 86 39 83083 HS4=Ga 40 paw Tommmy1 41 PL13 CWSLbL 42 GLASS Seasiled8 43 P4= Sweep Lod 44 FL3118 Keeper, Sw. 4S F4833 lWBWdF 46 PW8 Smven Fran 48 83321 Screml Fran 49 FL9889 Sman zw 30 FL3228 screw SI Pam Sereenpa 52 PIM Screen 3pr§ 53 P4541 1#8 x V2' W 54 H4M JUM Fr., SH as FL3113 IScrow Sunt MtL Mown PVC 1 114' PVC FRAME RN.6= 1 1PY at Ikon wC 9118' 7/16' bc ° Nkm PVC Ikon PVC AL ROLLER TRACK -1778 PVC Mdvon wC 18,8' 1 Won PVC � E m NYW PVCFIXEDRAH_COVER-8083 O VC hWl-c ALUM FD® RAH. -1838 151161 1 L 318' PVC ROLLER TRACK 8806 PLAN VIEW ALUM SASH IMPACT HOOK -1556 3118' 31r T SCREW SUP -1h 13 o 3/18° O 8/78' ALUM GLAZE BEAD -1112 n® IFWlaW lftd I i S "wrw ABnded I I I x 18 Flbergtoe Flier 6801e., Sk lava I PLAN VIEW AdI FeBf w lawd 1 1LOCA Moon wC 8 TSMFWft RWAw KaynWk Akm Akan 18/18' • PVCGLA�BEAD-6058 1118° Kernvk Ahon Adam ALUM. SASH REVF. -1699 IKAyn-k Alum z�z PROPRIETARYAND COWMENTAL iwni yam, THE WOFMATMIN CONTARM IN TMS DRAWMG IS THE SOLE PROPERTY OF CUSTOM WIDOW SYSTEMS. MC. ANY REPRODUCTM I PART OR AS A WHOLE WITHOUT THE WMTTEN PERMISSION OF CUSTOM WIDOW SYSTEMS, INC. ISPROHBTED. WnH YYITH 1/18° ALUM SASH MTG. RAL -1497 �s11e' 160 9 PVC SASH SIDE RAH. -8028 3/18° t� 1/4' 314' 1 7L 1 PVC GLAZEBEAD- 6084 ALUM S.S.RJS.S.R. -1498 11 1 5J8' 13,6' 1 5J18' PVC SASH TOP/BTM RAIL -SM Tj ALUM FRAME IMPACT HOOK -1677 B UPDATED PER 2010 FBC TURNER FL P.E. 56201 A UPDATED PER NEW FBC RE 14DREW/A • V F '.,�� ' .. WlNflOWS & I)OQRS No 58201 1900 SW 44TH AVE. * 3 * OCAIA, FLORIDA 34474 STATE OF EXTRUSIONS & B.O.M. - LAR 1,�� ten, �. 1 118" PVC SCREEN CATCH -6013 ►1 118" 1 8118' PVC SCREEN SUPPORT -6014 E tE ZJZ [N MEDGE DIST 11147 MIN EMBEDMENT • P. • P s. • s. •e [rI' O O . ♦ P �qyr EXTERIOR FINISH —�" BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLAPIGE BY INSTALLER CONCRETEIMASONRY 11[4' MIN EMBEDMENT 1/4° MAX BY OTHERS BACKED WASHER THRU SCREW IC) [B) INSTALLATION ANCHOR, 3118° DIA SEALANT UNDER SCREW HEAD 8 1 BY WOOD BUCK BOTTOM SWEEP LOCK ACITVATED ONLY — ISO� SCREW w/WASHER INSTALLATION ANCHOR, 0' 6' BY OTHERS [A] DURING HURRICANES. THRU SCREW SUPPORT IC) A • . • 14• MAX SHS/ SEALANT UNDER SCREW HEAD BY r • �CONCRETEIMASONRY BY OTHERS O. O• • O• 1 SY BUCK BY OTHERS [A] �1/4• MAX SHIM [el INSTALLATION ANCHOR, 3T18° DIA. MASONRY SCREW WNVASHER THRU SCREW SUPPORT [C] OTHERS P: •R•P •O• •P O . l 6• •SO• • ••O• •P• Py• • P•O• O• Iai.51l'acc9 A VERTICAL SECTION 8 FRAME(MASONRY) e .e.e 2JX MN EDGE DIST. A . [Cl EXTERIOR FINISH PEWMETERSEALANT BY OTHERS BY INSTALLER 8 HORIZONTAL SECTION 8 FRAME (MASONRY) -IFMAX IW SHIM IBI -I—S81STOOL BY OTHERS USE SOLID SOLID WOOD SUPPORT TO MAKE SEL LEVEL, BY OTHERS. —1 1M• MN EMBEDMENT IC] 2J0 MN EDGE DIST [CI BYINSTALLER INSTALLATION ANCHOR, 3118° DIA MASONRY SCREW wINEOPRENE BACKED WASHER THRU SCREW SEALANT BEHIND FLANGE SUPPORTICj BY INSTALLER SEALANT UNDER SCREW HEAD 8 INSTALLER PERIMETER ST\ BE IN R /—BY HIGH STRENGTH / GROUT BY OTHERS STRUCTURAL OTHERS P: •R•P •O• •P O . l 6• •SO• • ••O• •P• Py• • P•O• O• Iai.51l'acc9 A VERTICAL SECTION 8 FRAME(MASONRY) e .e.e 2JX MN EDGE DIST. A . [Cl EXTERIOR FINISH PEWMETERSEALANT BY OTHERS BY INSTALLER 8 HORIZONTAL SECTION 8 FRAME (MASONRY) -IFMAX IW SHIM IBI -I—S81STOOL BY OTHERS USE SOLID SOLID WOOD SUPPORT TO MAKE SEL LEVEL, BY OTHERS. —1 1M• MN EMBEDMENT IC] 2J0 MN EDGE DIST [CI BYINSTALLER •-.•• SEALANT BETWEEN 0' A' BUCK AND OPENING t, '+~ BY OTHERS 13W ABN EMBEDMENT (D) EXTERIOR FINISH 2 BY WOOD BUCK BY OTHERS [A] a' e' • 71a• MN EDGE DIST [Dl HORIZONTAL SECTION 8 s's HEADAND FOR ffiY INSTALLATION. INSTALLATION ANCHOR, 0' 6' 1110 WOODANCHOR W/ �' • SCREW A ORT PI [D •-.•• SEALANT BETWEEN 0' A' BUCK AND OPENING t, '+~ BY OTHERS PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH 2 BY WOOD BUCK BY OTHERS [A] BY OTHERS C HORIZONTAL SECTION 8 FRAME (WOOD) HEADAND FOR ffiY INSTALLATION. INSTALLATION ANCHOR; 3M8• DIA INST TION SAME AS SHOWN OW. MASONRY SCREW WINEOPRENE THRU SCREW SBACKED UCKER WASHER CI SEALANT UNDER SCREW HEAD BY INSTALLER —m MAXSHMM fIW BY EM LFNSHOTHERS •ao D. i a a. g p: 4 1 ]j4• MIN EMBEDMENT .Do-D'p.g p ► D a REFERENCE NOTES: I�-2112' MIN EDGE DIST [A) SEE NOTE 10, SHT 1 [CI SEE BY �D1 ALTERNATE PRECAST SILL DETAIL [IC) SEE NOTE. SHT 2 8 FRAME QUASONRY) [D] SEE NOTE 8. SHT 2 ]E) SEE NOTE 0, SHT 2 B JUPDATED PER 2010 FIX 12!7/2011 T I Irsc A n ampR pi a F mmi I A 1UPDATED PER NEW FBC REQUIREMENTS 7/07 ,7—�Z PRCPRIETATK AND COMWEIVI WR. 12/7/11 Tiff WORMATWN CONTAMIED IN DOS DRAWING IS THE SOLE PROPERTY OF CUSTOM W=OW SYSTBM OTC. ANY FtEPRODUCTtON IN PART OR ASA WNOLE WITHOUTTHE WPoTTEN PEMOSSION OF CUSTOM WMOXWY SYSTEMS, MTC. ISPROH831TE0. -07.1 No 58201 .13 0STATE OF 00at®P SW 44TH AVE A, FLORIDA 34474 ADE .w 07/112011 NTS Y NO,: CWS -1 B r FET: SOF7 SHEATHING BY OTHERS sY OTI.ORS =SEALANT : as BY INSTALLER WINDOW WRAP 2 BY WOOD BUCK BY INSTALLER IW MIN EDGE DIST BY OTHERS [A) pSEALANT BEHIND FBI g ': 2 BY WOOD BUCK BY INSTALLERS a 4#8 BY BY OTHERS [A] IWMAX SHIM a INSTALLATION ANCHOR, WINDOW WRAP WOOD SCREW W/ BY INSTALLER WASHER [E) INSTALLATI :^d•ANCH WOOD SCCREW Wl� PERIUIETER SEALANT WASHER [E] BY INSTALLER 1/4" MIN EDGE QST lw MAX SHIM 1J= MIN EMBEDMENT / 11 N UN 99 PERMAE TER SEALANT BY INSTALLER WINDOW WRAP — BY INSTALLER SEALANT BEHIND FIN BY INSTALLER BY OTHERS BY OTHERS SEALANT BEHIND FIN =SEALANT BY INSTALLER BY INSTALLER WINDOW WRAP BY INSTALLER 1/4" MAX SHIN P) BUCK IN ] 0 MIN EMBEDMENT E VERTICAL SECTION PROPMErARYANDCCOFFIDENTAL 12f7/11 7 FIN (WOOD) THE WORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WPIDOW SYSTEM WC. ANY F"RODULTION IN PARE O2 AS A WHOLE WITHOUT THE WRITTEN PEIMMON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHMOEO. F HORIZONTAL SECTION 7 FIN (WOOD) [AJ SEE NOTE 10, SWT i lel SEE NOTE 283. SHT 2 ICJ SEE NOTE 4, SHT 2 [DJ SEE NOTE 5, SHT 2 [EJ SEE NOTE S, SHT 2 (1Pl=4 Florida &dlcling Code Ordure F6 7067. 1 H®rda FSC Staff I SCIS SRa Map I Unks ( Search Product Aamoval Menu > Product or Aooli®tion Search > Aoolication Ust > AppSCetbn Detaa Authorized Signature Michael LaFevre mlefevre6cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace0cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Ematl 1900 SW 44th Ave. Ocala, FL 34474 (352) 366-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Shier Cor►pliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. tkich, PE ® Validation Checldist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code wandmA AAMA/WDMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Wt ww.iwklo xdldirig.org/pr/pr epp_ AspXtpararr>=wt3EVCMWq"%MZSg3&ftuCl3rGVaEgMaoamgdsGwe AM 1J2 FL # Application Type Code Version DAppmved Application Status Comments Archlved O Product Manufacturer Custom Window Systems Inc. Address/Phone/Errep 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 rrdafevre@cws.cc Authorized Signature Michael LaFevre mlefevre6cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace0cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Ematl 1900 SW 44th Ave. Ocala, FL 34474 (352) 366-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Horizontal Shier Cor►pliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. tkich, PE ® Validation Checldist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code wandmA AAMA/WDMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Wt ww.iwklo xdldirig.org/pr/pr epp_ AspXtpararr>=wt3EVCMWq"%MZSg3&ftuCl3rGVaEgMaoamgdsGwe AM 1J2 6PiS=4 Product Approval Method Date Submitted Date Validated Date Pending FI Florida Building Code Ordirte Method i Option D 12/12/2011 12/16/2011 12/22/2011 7067.1 HS -8200 Vinyl Horizontal Slider Units of tine Approved for use In HVHZs Yes Approved far use outside HVHZI Yes Impact Rwhftntr Yes Dekn Pressure: +60/-60 Others Large Missile, 74x54, OP +/- 60 pst, (Impact). HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Instafstion burtruetloens FL7067 R4 II CWS -157B (HS -8200 IMPACT).odf Verff ed By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 VW Fig Horizontal Sher, 73° x 620, XO or OX. Lhnks of We installation burbuetions Approved for use In HVHZ. Yes FL7067 R4 II CWS -399A (HS -8200. 73x62. 75DP, IMPA_Cr).ndf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Inpact int" Yes Created by Independent Third Party: Yes Design Prressurer +60/-75 Evaluation Reports Otiten Large Missile, 73° x 62°, DP m + 60, - 75 psf, Impact. FL7067 R4 AE DuPont SGP f+IOA 11-0624 -02 odf FL7067 R4 AE EvalRep GWS -399A (H -8200. 73x62. 75DP, IMPACT).odf EL7067 R4 AE Mtkron NOA 11-0830 09,odf Created by Independent Third Party: Yes s:;�" x — Contact Us :: 1940 North. KWme Sheet. Tallahassee Fl. 32399 Phone: a— 0 -482—L824 The State or Florida Is an AA(13W employer. Copyright 2007-2013 State of Florida.:: EdWI v Statement :: Acwsslbility Statement;.. Refund Statement Under Florida lawy email addresses aro public records. Ir 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department With an email address it they have one. The emaiis provided may be used for offidai 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 email address Wl11dr can be made available to the public. To determine It you are a licensee under chapter 455, F.S., please dick Jam-. Product Approval Acoeptar MiNgim Cre1�i+tS L1rF E tdtpJllillwwJloddaWld1nq.org/pr/pr aW d1lmplltWwrFwC WQwMgvt WZ8gMkuQ rGVeEgKiwMgdseoJow 2J2 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) GLASS OLO GLASS DLO / °O/X" $ awO° MAX SVE iiiiiiaim 11!\ 1Xi73IXM il GENERAL NOTES & ELEVATIONS ._............ I ANCHOR SCHEDULE AND NOTES... -..._.._2 DESIGN PRESSURES & GLAZING ..........».... 3 SECTIONS & ALT. FRAME... -„...........__..._..4 EXTRUSIONS & BILL OF MATERIALS ....... ... 6 INSTALLATION DETAILS ......................... 8-7 W®aT ,P.E. 2011-12-711:4306:00 x� PRQPFlErTARY WDCQfIDENT%t. 1217/11 THE OFMMTM CONTAINED PI TWS DR"MG O THE SOLE PROPERTY OF CUSTOM ViDWOW SYSTEMS. PIC. ANY REPFMUCrMN W PART OR AS A W WAE WRHOUTTHE WMT TEN PERMISSION OF CUSTOM WWOW SYSTEMS, PIC. tS PRO1®ITED. 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:'OIX OR%00' 4. DESIGN PRESSURE RATINGS. -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%3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cds1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE SACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. S. REFERENCE TEST REPORTS: HORIZONTAL SLIDER -OW, •X!O': NCTL 210-3871-1.tA, 2,2A, NCTL-210-34332, -2A (WATER) 8. SERIES I MODEL DESIGNATION HS412W. 10.1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O = FIXED 12. SECTION CALLOUTS FROM OX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS = V4' X 1' LOCATED 4' FROM BOTH ENDS IV (T) v 0 ANCHOR LAYOUT - (FLANGEi 7FB&I FPA4AE Irannsora:ro) — / i NOTES. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. SHIM AS RECD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118° IS PRESENT. 3. LOAD BEARING SHUN SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3118° DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 IW INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112 SHALL ACHIEVED IN CTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 71V SHAD. BE ACHIEVED 1N EITHER 8. #8 WOOD SCREW ANCHORS 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 V4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF ORCOATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0--0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 100(FIN WINDOWS), FNWAAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMAIAAMAfWDMA MM(EXTERIOR DOORS} z.� PROPHETA"MD COW7M IM 1217/11 THE MFOR[ATION CONTAINED M TM DRAWING B3 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTW^ INC. ANY REPRODUCrM IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WMDOW SYSTEMS, MC: IS PROHIBITED. 2010 FBC No 58201 -P$ 1900 SW 44TH AVE. * ? A OCALA FLORIDA 34474 fIC rrrLE.' ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT STA TE OF taw SERIES: FRAW�NBY. ADE ATE3/18/201 QP��ONA4��DOER: PVC HORIZ SLIDER NTS o. N .:CWS -15 1*lpN•h�f� R: B._ HEFT: 2 OF 7 718' OVERALL 1/8' ANNEALED or TEMPERED 7118" AIR SPACE 5/18' LAM tNATED 1B` ANNEALED GLASS .090 DUPONT PVB R013gLAYF.R V8' ANNEALED GLASS PURFECT GLAD SIKAFLEX 552 12' GLASS BITE GLASS TYPE A FULL SIZE lx!:z PROPRIETARYAND CWHIENTAL M/11 THE WORNATION CONTAINED IN TMS DRAWMG IS THE SOLE PROPERTY OF CUSTOM VJMDW SYSTEMS. INC. ANY REPRODUCTION IN PART OR ASA WHOLE WTTHOUTTHE W WTTEIN PSUSAON OF CUSTOM WWDOW SYSTEMS, INC. tS PROHIBITED. SECTION VIEW A -A ITEM 23-28, 32, , 41,4 ,45 JkRE USED BUT NOT SHOWN FOR SECTION VIEW C -C y� ALT. FIN FRAME i PROPRATARYAND WlFIDHfrgL 1217/11 THE 9670M ATM WNW= IN TMS DRAWMG IS THE SOLE PROPERTY OF CUSTGA VIOMW SYSTEMS, NC. ANY REPRODUCTION W PART OR AS AWHOIE WITHOUT THE WRRTEN PMMSSMN OF CUSTOM WOO= SMEMS. NG 98 PR"IfED. IMPACT HOOK SPACING: 1) HEAD HOOKS: B' FROM UNIT EDGE TO EDGE OF HOOK B A TH3RI) HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 314". C INNER HOOK 3 7/8' FROM EDGE OF MTG RAIL. 2) SASH CATCH: Aj 2.1PP FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81314". SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1W. Vendor I Materials MWOn I RWdwe T -R, 45 1 PaR11 ITMVorary Lid. MR=" 47 P4051 #8x11/4"FhRiTEKWht 48 FL4M K"w, Impact 49 P-4479 WRtep COVer w/ FIap 50 P-032 Sweep Lock 51 FL4833 11r Barrel 52 Glass SEEMEET 3 53 H43028 MttIR Fr., SH, wffL 54 F 3428 Watp. 0.420 x.187 book Fir OTE: 19, 22, 1, 46 XW1 OT USED IN THIS PRODUCT. 2 ve• 1 1118•— SII PVC FRAM FLANGE4W31 O O PLAN VIEW 1 SM8' 1/1 7j t ALUM. FRAME IMPACT HOOK -1577 9/181 1n8• 1 1 S+MB• L PVC F1XEt] RAIL COVER- WM n SASH CORNER CONSTRUCTION fns• I 8027 CORNER WELD ALUM. S.B.".S.R -1498 Bre' 1M8• 1 SAi L ALUM. SASH IMPACT HOOK --1556 O LIO PLAN VIEW LL 8° ALUM GLAZE BEAD -1112 PsORWrARTAPIDIxnFIVENFRL 17J7/11 THE HiFOFMT1ON CONTAINED IN THIS DRAW WOIS THE SOLE PROPERTY OF CUSTOM "MOW SYS MM VIC. ANY REPRODUCTION IN PART OR ASA wHOLE WRHDLrrTHE WRITTEN PSaSSSION OF CUSTOM WSVI M SYSTEMS, UTC. IS PROMWED. PVC SASH TOPAITM RAA.4=4 (A -I -SIDES) �sne• 1M8° 1 1 SJB" PVC SASH SIDE RAIL -6026 5B' 8 1118' --II 1118• 1114' 11/78° i 1118• 7M8" ALUM. SASH MTG. RAL -1497 PVC SCREEN CATCH - 6013 ALUM. ROLLER TRACK -1776 3/4• 7 7118° S" r 3118' 15118° 1ne° SCREW SUPPORT -3113 ALLAN. SASH REHNF. -1999 B JUPDATED PER 2010 FBC 1/0912011 c e n mmF:p m P F agn, I A 1UPDATED PER NEW FBC REQUIREMENTS 137107 'vf No 58201 ';70 : 1900 SW 44TH AVE * * OCALA, FLORIDA 34474 d arrL EXTRUSIONS & S.O.M. -LARGE MISSILE IMPACT ,D0 : STATE OF :40�ERIES: 8200 RAWNBY: TE 8/2 R '•2 � ADE 3/1010 st ...... MODEL: PVC HORIZ SL �' 1:2 LING. No.: cws-157 ssell ��`` V. LETTER: B HEET: 5OF7 1118° 1M8' 5 6/1(r_ 6418" �11J8'� � 114' t 2 1� 7� PVC SCREEN SUPPORT -8014 PVC GUI2EBFAD-8084 ALLAN FIXED RAIL- INS 5B' 8 1118' --II 1118• 1114' 11/78° i 1118• 7M8" ALUM. SASH MTG. RAL -1497 PVC SCREEN CATCH - 6013 ALUM. ROLLER TRACK -1776 3/4• 7 7118° S" r 3118' 15118° 1ne° SCREW SUPPORT -3113 ALLAN. SASH REHNF. -1999 B JUPDATED PER 2010 FBC 1/0912011 c e n mmF:p m P F agn, I A 1UPDATED PER NEW FBC REQUIREMENTS 137107 'vf No 58201 ';70 : 1900 SW 44TH AVE * * OCALA, FLORIDA 34474 d arrL EXTRUSIONS & S.O.M. -LARGE MISSILE IMPACT ,D0 : STATE OF :40�ERIES: 8200 RAWNBY: TE 8/2 R '•2 � ADE 3/1010 st ...... MODEL: PVC HORIZ SL �' 1:2 LING. No.: cws-157 ssell ��`` V. LETTER: B HEET: 5OF7 CONS BY OTHERS SEALANT BETWEEN BUCK AND OPE7NIN6 BY OTHERS 21Z MN. EDGE DIST. I+- I�I 7110 MIN EMBEDMENT • s • s =, o • a [ • o. ,•e s o o.• s. s. IBY OTHERS PERIMETER BE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS o. '• •, a, .•n, • O. • •� 0.O• •O• Os O S• O.O •s • •• .,0� O. 0.004 •O•• � •Os �0s O• •0• SEALANT EN BUCK AP OPENINGS BY OTHERS----\ BY OTHERS INSTALLATION ANCHOR 3118' DIA. MASONRY SCREW. W1WASHER THRU SCREW SUPPORT ' A •'a r 1 BY WOOD BUCK _1. BY OTHERS [A) 114• MAX SHIM Lel INSTALLATION ANCHOR, 3118" DIA MASONRY SCREW Wl WASHER THRU SCREW SUPPORT [C) 221)2 N " M. EDGE DIST. A I IW MIN. EMBEDMENT [Cl 3118' DMA )PRENE SCREW HIGH STRENGTH STRUCTURAL. GROUT BY OTHERS i —1W MAX SHIM 114• MAX SHAM Lei SILL STOOL STINALLATION SAME BY OTHERS o • • s�o .� USE SOLID WOOD n s o •o . BACKED WASHER THRU SCREW SUPPORT TO MAKE • •• • o• SILL LEVEL. BY OTHERS • —LJ • r OTHERS [A] -U4! MN EMBEDMENT LC) 2112' MLN. EDGE DIST. B HORIZONTAL SECTION 8 FRAME MASONRY) SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER \ EXTERIOR FLASH BY OTHERS e D • I CONS D BY OTHERS e p e • ° P ° D. 9° ►D. � De De D � D 8 eD.g•°8 eD.g 0. •p°•op a Dp•eD •°D %D-*� ALTERNATE PRECAST BILL DETAIL \,!.j FRAME (MASONRY) (TYP) �f a VERTICAL SECTION PROPNETARYANDCO NTlW 1217/11 8 FRAME (MASONRY) THE @ gTWN CONTAVMD W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WR8)OW SYSTEMS, M. ANY REPROM=ON 9N PART ORAS A VOIOI.E WRIIOUTTHE WRITTEN PERhSSS= OF CUSTOM WOO= SYSTEMS, M IS PROHBRED. �C\HORIZONTAL SECTION 114• MAX SHAM B FRAME (WOOD) ' HEAD I W 28Y INSTALLATION.. LLATION. STINALLATION SAME AS SH OW INSTALLATION ANCHOR, 3118' DIA BOTTOM SWEEP LOCK ACI7VATED ONLY BACKED WASHER THRU SCREW DURINGHURRICANES. SEALANT UNDER SCREW BY WOOD BUCK HEAD BY INSTALLER 914' MAX SHIM r OTHERS [A] • e D 7-= MIN. EMBEDMENT e • ° D• s p 119' MN EMBEDMENT s' D D p D IC} 114' MAX SHIM . ♦ • ° o • ° e. P3) � r—Z11� MN. EDGE LAST. ICJ SEE NOTE 4, SHT 2 NO EE IC) IIfl SEE NOTE0, SHT 2 • 7A3' MIN. EDGE LIST. ID) 0� INSTALLATION ANCHOR #10 WOOD ANCHOR W/ WASHER THRU 0 SCREW SUPPORT [O[ 2 BY WOOD BUCK WCK • BY OTHERS. [AI • SEALANT BETWEEN $' BY SEALANT BEHIND THERSOPENING PERIMETER SEALANT BY INSTALLER FLANGE BY NST SEALANT EXTERIOR FINISH B HORIZONTAL SECTION 8 FRAME MASONRY) SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER \ EXTERIOR FLASH BY OTHERS e D • I CONS D BY OTHERS e p e • ° P ° D. 9° ►D. � De De D � D 8 eD.g•°8 eD.g 0. •p°•op a Dp•eD •°D %D-*� ALTERNATE PRECAST BILL DETAIL \,!.j FRAME (MASONRY) (TYP) �f a VERTICAL SECTION PROPNETARYANDCO NTlW 1217/11 8 FRAME (MASONRY) THE @ gTWN CONTAVMD W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WR8)OW SYSTEMS, M. ANY REPROM=ON 9N PART ORAS A VOIOI.E WRIIOUTTHE WRITTEN PERhSSS= OF CUSTOM WOO= SYSTEMS, M IS PROHBRED. �C\HORIZONTAL SECTION B FRAME (WOOD) ' HEAD I W 28Y INSTALLATION.. LLATION. STINALLATION SAME AS SH OW INSTALLATION ANCHOR, 3118' DIA MASONRY SCREW wMEOPRENE BACKED WASHER THRU SCREW SUPPORT [L:) SEALANT UNDER SCREW HEAD BY INSTALLER 914' MAX SHIM • e D � o B ► g e • ° D• s p 119' MN EMBEDMENT s' D D p D IC} REFERENCE NOTES: . ♦ • ° o • ° [A) SEE NOTE 10, SHT 1 IS) SEE NOTE 283, SHT 2 r—Z11� MN. EDGE LAST. ICJ SEE NOTE 4, SHT 2 NO EE IC) IIfl SEE NOTE0, SHT 2 SHEATHING --\I 1 Im PAN. Ea Nr BY OTHERS n7 INSTALLATION ANCHOR, #a wow SCREW %W WASHER Iq BY OTHERS 'e., r' EXTERIOR FINISH d~ BY OTHERS SEALANT BEHIND FW BY INSTALLER BY INSTALLER PEWMETER SEALANT BY INSTALLER [EI SEALANT BEHIND FIN $•••S BY INSTALLER d 3L9° NN EDGE DIST 7 FIN WOOD) 2 BY WOOD BUCK PERIMETER SEALANT$• wucxy6v V~BY •� �C OTHERS :E1 BY INSTALLER PI SEE NNOTE BY INSTALLER pa IA) [EI SEE 0, SFR 2 • PE RAETER SEALANT �_ BY INSTALLER 2010 FBC 11/09/2011 IW AIN EDGE DIST ee ° tEl SUCK BYYOTHE�RS LUCAS A. TURNER FL P.E. 6=1 !07 A JUPDATED PER NEW FBC REQUIREMENTSBY INSTALLER 914 MIN EWE [MST Z BY WOOD BUCK 1/4• MAX *+W BY OTHERS � Vie• pi [A] r— 101 NU4XSF011A INSTALLATION ANCHOR, #a wow SCREW %W WASHER Iq BY OTHERS 'e., r' EXTERIOR FINISH d~ BY OTHERS SEALANT BEHIND FW BY INSTALLER BY INSTALLER PEWMETER SEALANT BY INSTALLER E 4w --"CAL PRCPWTANYAProtOMM(EM t. 12/7111 7 FlN (WOOD) THE WORMATM CONTARED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WQO)OW SYSTEMS, INC. ANY ttEPRODUCTM M PART OR AS A VMCLE WRHwTTHE WMITEN PERMISSION OP CUSTWI WWDOW SYSTEMS. Ste. IS PROH�. 1/4• MAXSHIN IBI REFERENCE NOTES: SEALANT BEHIND FIN BY ItlSTALLEtIA) F HORIZONTAL SECTION SEE NOTE 10, BHT 1 3L9° NN EDGE DIST 7 FIN WOOD) IBI SEE NOTE 2&3. SHT 2 ICI SEE NOTE 4, BHT 2 PERIMETER SEALANT$• :E1 PI SEE NNOTE BY INSTALLER pa [EI SEE 0, SFR 2 • �_ 2010 FBC 11/09/2011 WINDOW ee ° SUCK BYYOTHE�RS LUCAS A. TURNER FL P.E. 6=1 !07 A JUPDATED PER NEW FBC REQUIREMENTSBY INSTALLER [A1 � Vie• pyyOREIb�T�i�� YXTOTHERSNNIgFi BY INSTALLATION ANCHOR :/�4i� /k* %&,Mmm �d,a AB WOOD SCREW. Yd WASHER �Q�Q?,••`•c£Mg Z v No 58201 :� : 19M SW 44TH AVE. eBY b71FRs —1= MON. EABEDA6:NT .•' *; * OCALA, FLORIDA 34474 E 4w --"CAL PRCPWTANYAProtOMM(EM t. 12/7111 7 FlN (WOOD) THE WORMATM CONTARED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WQO)OW SYSTEMS, INC. ANY ttEPRODUCTM M PART OR AS A VMCLE WRHwTTHE WMITEN PERMISSION OP CUSTWI WWDOW SYSTEMS. Ste. IS PROH�. Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 157E December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom window systems, Inc. 1900 SW 44t' 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 -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3671-1, -lA, -2 and -2A, and NCTL-210-3433-2 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/WllMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max. glass daylight sizes as shown in CWS -157B • 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 glazing as shown in CWS -157B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 fl of grade • 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 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. �i'Nlt'11111IR!fr `i rr.rryrrrr�e♦_ ♦�� rl�010 No 58201 +", A rtr r � p STATE OF.'&J.: A%.' ' `+. Lucas A Tumer, P.E. 2011-12-0712:57-05:00 'Z; -L -j 12/7/11 Lucas A. Turner, P.E. FL PE #58201 t *16=4 Florid Building Cod Online �iL, 70 (P7. FIOrlda rrtEnt� Bus'nes Pro essi I Regulation SOS Home I Log In i User Registration I Not Topics I Submit Surcharge I Stats & Fads I Publications i F13C Staff I SCIS Site Map I Links I search ;� ` ` pnxksct Approval public User ProductgporovaI Menu > Product orAooll®tion Search > Aoglkation List > Application Detail Addness/Phone/Emall 1900 SW 44th Ave. FL * FL7067-R4 Appdkation Type Revision Code Version 2010 Application Status Approved Comnants ontal Slider - Archlved Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Manufacturer Custom Window Systems Inc. Address/Phone/Emig 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mdafevre@cws.cc Authorized Signature Michael LaFevre m lsfevre@cws.cc Technical Representative Brian Terrace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenece@cws.cc Quality Assurance Representative Jeff Thompson Addness/Phone/Emall 1900 SW 44th Ave. ASTM E1886-02 Cicala, FL 34474 ASTM E1996-02 (352) 368-6922 Ext 221 PA/TAS 201/202/203 Jthompson@cws.cc Category (:�dows Subcategory ontal Slider - Conpbrice Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received 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) Equivalence of Product Standards Certified By Sections from the Cade Lucas A. Turner PE -58201 Keystone Certifications, Inc. 07/21/2020 Steven M. LUich, PE ® Validation Checklist - Hardcopy Received ►'1Tt; AAMA/WDIA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 NWhiwmilarldoWiding oMAY/ r gp_cM.sp an"t3EVXOMDgw"ZSq i JmjQ3rOVaEgl<k)'"gdsG*%W 112 e)16=4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Cole amine Method I Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 7067.1 I HS -8200 Vinyl horizontal Slider Limits of Use Approved for use in NVHZ: Yes Approved for use outside HVHZ: Yes Impact Raeshtanb Yes Design Pressure: +60/-60 Other. Large Missile, 74x54, DP _ +/- 60 psf, (Impact). Wv42i)(1 Vb)d fiat zontai Slider 7067.3 1 HS -8200 Vinyl horizontal Slider Urnitxs of Use Approved for use in HVNZ: Yes Approved for use outside HVHZ: Yes Impact Resretaa0 Yes Design pressure: +60/-75 other. Large Mme, 730 x 620, DP = + 60, - 75 psf, Inpact. Suer Itrpact HS -8200 VW FI9/Fln Horizontal Slider (Impact) 74x54, X0. InSt'81latf1on Dlstructlons FL7067 R4 II CWS -1578 (HS -8200 IMP-ACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports Party: Yes Turner t '601: Tht ,rt sqi Created by Iridependoft Tied PartyF Yes HS -8200 Vlr yl Fig Horizontal Slider, 730 x 620, XO or OX. Iftstailatlon Instructions FL7067 R4 II CWS -399A (HS -8200. 73x62. 75QP. IMPACT).udf Verified By: Lucas A. Tumor 58201 Created by Independent Third Party; Yes Evaluation Reports FL7067 R4 AE DuPont Sip NOA 11-4 02.edf FL7067 R4 AE EvalRen CWS -399A (HS -8200 73x62 75DP IMPACT).odf FL7067 R4 AE Mff(ron NOS, 11-0830 09.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street TeBahassee PL 32399 Phone: 850-487-1824 The State of Florida Is an AAfSW employer. copyright 2007-2013 State of Rodda.:: Privacy Statement:: Accessibility Statement ;: Refund statement Under Florida law, email addresses are public records. If you do not Trent your a -mail address released In response to a public -records request, do not send eledronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida StsU tes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department v tit an email address U they have one. The emalls provided may be used for official communication with the Ocans@e. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department atth an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please cUdc bBdlL. Product Approval Acceptor Em W 19 M securityurmpmv hINIME fW wwwflaldabt91dn9-oM4r/ r sW_dtl.pQp wwv0MCM0gw"Z8g39Ju0"VaEgK WMgdsC3Wodd Z2 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) TABLE OF CONTENTS !ares GENERAL NOTES & ELEVATIONS »»..... A. Tumor. P.E. 2D1142-071209-05-00y� .......9 f ANCHOR SCHEDULE AND NOTES..............2 DESIGN PRESSURES & GLAZING................3 12/07/11 SECTIONS & ALT. FRAME .............................4 PROPRIBTARYaro COww9iTWL EXTRUSIONS & BILL OF MATERIALS–. -5 TKE WOFMTM CONTAOW IN TWS OPA'M Is TME SOLE PROPERTY OF CUSTOM INSTALLATION DETAILS ............... ..... ...67 W • SY OW AM Rt OWNPART ORASAWHOLEWRIWUTTIM ••••••••• WFMM PERMISSM OF CUSTOM WLOIOW SYSTEMS. M IB PROHIBITED. 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: 'X/OW 4. DESIGN PRESSURE RATINGS: -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 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6.7 FOR INSTALLATION DETAIL WNNDI OAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND JAMB. & REFERENCE TEST REPORTS: NCTL 210-UW1,1A, 2,2A 9. SERIES / MODEL DESKMTION HSS. 10.1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O FIXED SASH 12. SECTION CALLOUTS FROM OIX ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4' X 1' LOCATED 4' FROM BOTH ENDS Ir MAX O.C. (TVP) A INSTALLATION 8' MAXmfP) I- � {I � I�. 1 AN( hlOR8TYP. 4 w) L �WfP)O.C.p1�nTYYPP. MAX O.C. +�13' �-h V MAX (TYP) aw) W MAXO.C. LTYPN 18° MAX O.C. SWEEP LOONS ONLY SWEEP LOCKS ONLY ENGAGEDDUWN6 HURRICANE. ENGAGED DURING HWURICANE. 1f- LOCKS ARE LOCATED LOCKS ARE LOCATED AT THE THIRD POINTS AT THE THIRD POIAITS ALONG THE FRAME ALONG THE FRAME JAMS INSTALLATION ANCHORS TVP. B 8 A C T - GE) LAYOU(FLAN ACHE LAYOUT -(�N)I TIMOR FHAAE@A/$018tY NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQV AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SKIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHEN SPACE GREATER THAN 1/1V IS PRESENT. & LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4.3118' DIA ELCO ULTRACN MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112° SHALL BE ACHIEVED IN EITHER DIRECTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318* INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/S° SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS 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 EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 11/07/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION LUCAS A TURNER FL P.E.58201 AlUPDATED PER NEW FBC REQUIREMENTS 07/0312 & INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL wnun NOT LESS THAN THE MINIMUM STRENGTH D BELOW. 9INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN! ARE BASED SUBSTRATE MAS TERIAL WITH THE FOLLOWING PROPERTIES: ��C^�;..O ...... S • ��'•%y M wS &DOORS A WOOD - MINIMUM SPECIFIC GRAVITY OF Cr0.55 (SOUTHERN PINE OR GREATER)6 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. mai,: No 59201 t�-AS 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER} S * ; ; t 3 OCALA, FLORIDA 34474 SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE * n7m10. S q' :or-- ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT %'D� STATE OF :�r4 SERIES:E: OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 12/87/11 '�'O :Al �\�a• 8200 ADE 01!02/ VERSION OF THE REFERENCE DOCUMENTS. fARYA1NDCONFWEINTiII. B FM A AAMA IDO(FIN WINDOWS3 FM/VAAMA 200"GE WINDOWS), THE ONION �T� IN TM ��G 15 THE s� PROPERTY OF CUSTOM�$ e ®p ..... .C1©,�. : PVC HORMUZ SLIDE ws G. O.: 232 FMANYDMA 250(BOX WIDOWS), FMAJAAMFdWDMA 30D(EXTEWOR DOORS). ONQ�W.�OF OM WMOW rse. WHOLE WITH= THE �� B 20F7 Tf8' OVERALL 718' OVERALL 3f15' ANNEALED OR TEMPERED 1/8' ANNEALED OR TEMPERED 114• AIR SPACE 318' MR SPACE 7118• LAN. 5118' LAN. 118' ANNEALED 118' 3118' ANNEALED DUPONT PVS INTERLAYER .090 SENTRY GLASS tONOPLAST INTERLAYER 118' ANNEALED 3118' ANNEALED PURFECT GLAZE M' PURFECT GLAZE'W SIXAFLEX 582 SH(APLEX 552 SITE fSS 12° GLASS SITE GLASS TYPE a FULL SVE GLASS TYPE B SASH class FULL slzr= 81 UPDATED PER 2010 FBC 11/07/2011 LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 107=112M .01114119810, 1#& ,,�GQ•,.��GEIVSF•.R,�fi�' WQ�IOWB&D�RS ';P v N0 58201 S 19M SW 44TH AVE. SECTION VIEW C•C OCALA, FLORIDA 34474 Z z a C a T GLAZING - LARGE MISSILE IMPACT Is �, STATE OP .luS PAWN BY: ADE 01 PROPETARYAND CONWENnV. 12%07/11 %0•�=. %4 ®PSERIES:8200 R 1,,.NO,`� : CALF: G. NO.: THE S TWN CONTANVED NV THIS DRAWNG lS THE SOLE PROPERTY OF CUSTOM WOMW SYSTEMS, W.ANYREPROOUCTM IN PART � 4�FS5; y0 1.1 PVC HORIZ SLIDE ,SPI GWS -232 VMPoTTEN PERNMSSM OF CUSTOM WHOM SYSTEMS NtlG IS PROHIBR'ED. IOoNI� ,,' . L R: E B 30F7 SECTION VIEW" SECTION VIEW C -C iWi w ION VIEW B -B I i FRAME HOOK LOC. FRAME SASH CLIP PROPR1ETARYANo CONFWENTFA. 12 7/11 THE WOM ATION CONTAMEO IN THIS ORAWMG IS THE SOLE PROPERTY OF CUSTOM WMIIOW SYSRMMS. MC. ANY REPRODU=CN IN PART OR ABA WHOLE WITHOUT THE WRITTEN PaWWON OF CUSTOM WWOW SYSTEMS. MC. IS PRC*fl E . A) W FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613/4°. C)NNERINN HOOK 3 7W FROM EDGE OF MTG RAIL. ♦ 2) SASH CATCH: A) 2-12" FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER DETAIL C THAN OR EQUAL TO 61314'. SASH ANO FRAME HOOKS ARE TO ALIGN WITHIN 114`. (HEAD IMPACT HOOKS) PROPR1ETARYANo CONFWENTFA. 12 7/11 THE WOM ATION CONTAMEO IN THIS ORAWMG IS THE SOLE PROPERTY OF CUSTOM WMIIOW SYSRMMS. MC. ANY REPRODU=CN IN PART OR ABA WHOLE WITHOUT THE WRITTEN PaWWON OF CUSTOM WWOW SYSTEMS. MC. IS PRC*fl E . 29 P403 185 x 212 PI Thm 3 38 5-1112 GbftBmd 32 P4051 88 x 1 114 Fh FH TEK. 33 FL3541 88 x Itr FM Pan Tek, 34 8.3010 BtdbVWw/FWdBe 35 P-3569 98 x 3V Strew, @ R 36 P3342 sea, IScow, SLMM 37 83762 Cap RM, Note 38 Prfect Gbze'Fr, 39 P3118 Keeper, Sweep Lock 40 P33M Set. Bk, 85 DLm, U8' 41 PWW NS -8200 Gold CarL 42 F 3W1 Twqxrory LbL (NRS' 43 FL3613 CWS Ltd. (boo) 44 GLASS See ekeet3 46 P4832 SreepLork 47 P4833 10 Beard end Spew 48 P3511 08 x 35/8° SWere Pan 49 P3=B Screen Fri. s8 FL3321 Screen Fremo Corner 31 83691 Speen Cbfh,18 x 101 52 83228 Screen Bpine, .155 M 53 Screen P1® Tab 54 FLM Speen Sp" SS 55 5-1577 Ftetre Ca1td1, Head, R 57 FF8028 Mail Fr_ FLS. w/FirL. P 2 PVC FRAME FLANGE -8031 1 114• 748' 1 AL ROLLER TRACK • 1778 4-0 311W O 5" 1 PLAN VIEW 3118' T SCREW SUR -3113 PVC FRAME FIN -M MIAM INVIOn 1 0 311w d:bx Her"/ SBOORS ov Cr SoBYet Zkx: x 818° x 2° Lg. FronWowe RuNcer Ltdlel, PFRCTab, bva t � •15/18° 7m, 1— PLAN VIEW ALUM FRAME IMPACT HOOK 1677 LSIO 5 MIL 9818' \ CORNER WELD 0ORNER WELD (ALL SIDES) (ALL SIDES) PVC SASH MTG. RAIL -8027 FpIEO MEETING RAIL $JB' -{r --y g WITH EDT�ETHEF WITH OUTERFRAME 111� 1118° 5 L 1B° ALUM 8Ps4Fl MTG. RAIL --1487 17(8° F--1 1548° 31/8' 1 ALUM HD MTG RAIL -1081 918' i PVC SASH SIDE RAIL4M 1 "Til 348' ALUM SASH IMPACT HOOK -1&1,6 11 TT 10 1 95118' 15ow ALUM SJ3.RJS.SJ;L -1498 3f8' PVC ROLLER TRACK J6M 1 3mW 7 118° PVC SASH TOPI6TM RAIL -8004 314' 6 1 -7w -I islte' tile• gp X7-8 8 -o ALUK SASH REINF. -1y699 ALUM GLAZE BEAD -1112 L'12-1 PRaPRMTARYAND CONFIDENTIAL. 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINS SYSTEMB, INC. ANY f TION IN PART OR AS A WHOLE WITMITTHE WRITTEN PERMISSM OF CUSTOM WINDOW SYSTEMS, 94C. IS PROHV n 1199 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSILE LMPACT 8200 - ADE 01!021 PVC HOMSLID ": 1:2 NO" CWS -2 5OF7 1 12" 14' PVC SCREEN CATCH -6013 7� 1 118° 141 18 PVC GLAZESEAD-6064 6118• PVC SCREEN SUPPORT -6014 181 UPDATED PER 2010 FBC 11110712011 1 Al UPDATED PER NEW F13C REQUIREMENTS I07/03 1199 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSILE LMPACT 8200 - ADE 01!021 PVC HOMSLID ": 1:2 NO" CWS -2 5OF7 SEALANT BETWEEN BUCK 1 BY WOOD BUCK ERS AND OPENING BY OTHBY OTHERS JAI M 1/4° MAX SHIM CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR 3/18' DIA. MASONRY SCREW w/ WASHER THRU SCREW SUPPORT. [C] • . SEALANT BETWEEN SUCK AND OPENING BY OTHERS 2-= MIN EDGE DIST [C] IiWMIN EMBEDMENT o;e•�•e•e •e�of 3EAUWT BEHIND [Cl �•O• • e� e • O• FLANGE BY •' 1 BY WOOD SUCK EXTERIOR FINISH PERIMETER SEALANT BY OTHERS [A] EXTERIOR FlNistl B HORIZONTAL SECTION 8 FRAME BY OTHERS PERIMETER SEALANT U4° MAX SHIM [Al BY INSTALLER SEALANT AMID INSTALLATION ANCHOR, FLANGE BY ylm roe MARr%av cr.RF 2 IW ABN EDGE DIST [C[ 3EAUWT BEHIND 1-1/9 MIN EMBEDMENT FLANGE BY HCl INSTALLER EXTERIOR FINISH PERIMETER SEALANT BY OTHERS BY INSTALLER B HORIZONTAL SECTION 8 FRAME (MASONRY) SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS U4° MAX SHIM [B1 BY OTHERS(py 2._ SILL STOOL �• 2i ✓ BY OTHERS t'o.e, o• e.. o o, ♦. i e Y BY OTHERS A VERTICAL SECno N 6 FRAME (MASON" SEALANT BEHMID FLANGE BY INSTALLER 1/4° MAX SHIM [8) BOTTOM SWEEP LOCK ACfMATED ONLY 13gr MIN EMSEDWW DURING HURRICANES. i' ►• 71� MEDGE DIST _ MI (DR) 0i4EMXTEFRUIOR eInOWOODANCHORW/ WASHER THRU SCREW SUPPORT. [D] 2 BY WOOD BUCK SEALANT BEHIND BY OTHERS [A] FLANGE BYINSTALLER SEALANT BETWEEN BUCK PERMAEfER SEALANTF MSH AND OPENING BY OTHERS SY INSTALLER BY OTHERS C HORIZONTAL SECTION 8 RW& (WOOD) ims MBAR FOR 26Y INSTALLATION. I n SAAB: AS OW. 1/4• MAXSHId BY INSTALLER INSTALLER�T IB1 EXTERIOR FNSH -• P. 4 p e P: e S: e BY OTHERS►- D. °��: i °S'P �•C ,� > 1114' MIN EMBEDMENT �0,Q o [Cl ICRETElMASONRY-2� � EDGE DIST ,.. [C] D ALTERNATE PRECAST SILL DETAIL 8 FRAME MASONRY) 1 9ta° MIN EMBEDMENT � v ! No 58201 -2-UE MIN EDGE DIST [CJ:7f t STATE OF PROPWrAWe�.d* % -� P �iP .,ORL • TME VWDRMATION CONT DRA�WMIG IS PROPERTY 127/11 Or CUSTOM L O,. yr ma OFFCUSTO a SYSTEMS W- OR AS ISAPROHWFED '*;,'0148INAL UPDATED PER 2010 FBC UPDATED PER NEW FBC SW 44TH AVE A FLORIDA 34474 REFERENCE NOTES: [A] SEE NOTE 10. SHT 1 ]e] SEE NOTE 20, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE s. Stir 2 [E] SEE NOTE 8, SHT 2 111/07/201' R 01/021200 . N .: CWS -232 80F7 Nis" :l! = w+ .; BY OTHERS 44 I8 WOOD SCREW JW MIN EDGE NIST ..4 W/ WASItER [Ej 2 BY WOOD BUCK [EI SEALANT BEHIND FIN g .•; BY OTHERS (Aj BY INSTALLER ° 2 BY WOOD BUCK 11C MAX SHIM BY OTHERS (A[ [BI WINDOW WRAP BY INSTALLER . d1► INSTALLATION ANCHOR, #8 WOOD SCREW PERIMETER SE ILLANTdt MIN EDGE DIST Wl WASHER [El BY INSTALLER]!� Lm114•SHIM I PERIMETER SFJ BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHWG— BY OTHERS Imm SHEATHING BY OTHERS EXTERIORFINISH--J BY OTHERS SEALANT SEHID FIN BY INSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) oo° —2 BY WOOD BUCK d. BY OTHERS [Aj ..�' INSTALLATION ANCHOR, dm°• 08 WOOD SCREW WI WASHER [E) I-= MIN EMBEDMENT [Ej Art- E VERTICAL SECTION PRQRETARYANDCOffg ENn%L iuei/ii THE BNTORMATICN CONTAINED IN THIS DRAWING 0S THE SOLE PROPERTY OF CUSTOM 7 FIN (WOOD) WINVOW SYSTBdSM ANY REl-Ft= HONK IN PART OR AS A WHOLE WRHOUTTHE WRITTEN PEFUMSSION OF CUSTOM WKO0W SYSTEMS, M IS PROHBRED. [A] SEE NOTE 10, SHT 1 [8) SEE NOTE 283, BHT 2 JCI SEE NOTE 4, SHT 2 SHT 2 [[Dj SEE NOTE 0, EjMHT 2 Lucas A. Turner, P.E., MBA Evaluation Report 232B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 4,e 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 -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3459-1, -lA, -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 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -232B. Limitations of Use: This product: • May be used in XOX configuration in sizes up to 111" x 63" unit size, with maxglass daylight sizes as shown in CWS -232B • 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 glazing as shown in CWS -232B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • 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 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. Lucas A. Tumer, P.E. 2011-12-0713:1445:00 �t��ll/illi �* awppysa•��«rraa•�q 0 ,b N 58201 -0; eCc 700% STATE OF :AU 00 i1 � ••rows•••+ 12/7/11 Lucas A. Turner, P.E. FL PE #58201 SM13 F&ida De rnent Busines , )) Professi nal Regulation Florida Building Gude Ehdine SCIS Home I Log In I User Registration I Not Topics I Submit Surcharge ! Stats & Facts QPmduct Approval 0 USER: Public User Product Approval Menu > Product or Application Search > Application List > AppA ion Dalt FL * Application Type Code Version Application Status Coninents Archived Product Manufacturer Address/Phone/Emrall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL13010-Pl Revision 2010 Approved g. Publications FSC Staff SCIS Site Map Links Search Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mdafevre@cws.cc Michael LaFevre n1afevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows ems. a...,a....... � . rs.....t foridaWkBM.org4r'/pr app AQMDgvQEb8FEH80NrsBWsMJMxeA=OzgFd2pMccOrFTmAG/4&A d irr, 6W13 Flaxida Brdldng Code Ordine auuc:aLeyur y rrxeu Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE 4 Validation Checklist - Hardcopy Received Certificate of Independence FL13010 R1 COI EvalRep CWS -433A (PW -8100, 36x72, IMPACT).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMACSA1101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-02 2002 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 Date Approved 01/31/2012 Summary of Products floridabWldingxrg/Prtpr app A.sept(4manwmGEVXQMDq%QEbSFEH6ONrs5wFsW JNwl/o P3TItcgFcW Mc drFTWA%3d%3d 214 O 13 Florida Ekdldng Cade Online FL* Model, Number or Name Description 13010.1 PW -8150 PVC Fixed Window PW -8150 PVC Fig/Fin Fixed Window, 36"x 72". Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13010 R1 II CWS -433A (PW -8150, 36x72, IMPACT).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resent: Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: PW -8150, 36" x 72", DP = +/- 75 psf. Large Missile FL13010 R1 AE DuPont PVB NOA 11-0624 01.pdf Impact. FL13010 RI AE EvalRep CWS -433A (PW -8150, 36x72, IMPACT).pdf FL13010 R1 AE Mikron NQA 11-0830 09.odf Created by Independent Third Party: Yes 13010.2 PW -8150 PVC Fixed Window PW -8150 PVC Fig/Fin Fixed Window, Continuous Head & Sill. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13010 R1 II CWS -510A (PW -8150, 74x72, ContHdSl. IMP).pdf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". FL13010 R1 AE DuPont PVB NOA 11-0624 01.pdf Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R1 AE EvalRep CWS -510A (PW -8150, 74x72, ContHdSl, IMP). df FL13010 R1 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 13010.3 1 PW -8300 PVC Fixed Window I PW -8300 PVC Fixed Window, 120" x 48". 1 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other. PW -8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Installation Instructions FL13010 R1 II CWS -373A (PW -8300, 120x48, IMPACT),Idf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont SGP NOA 11-0624 02.pdf FL13010 R1 AE EvalRep CWS -373A (PW -8300, 120x48, IMPACT),Pdf FL13010 R1 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 13010.4 1 PW -8300 PVC Fixed Window I PW -8300 PVC Flg/Fin Fixed Window. Limits of use Approved fbr use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 Rl II CWS -159B (PW -8300, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01.odf FL13010 R1 AE DuPont SGP NOA 11-0624 02.pdf 314 6=3 Florida Building Code aline FL13UIU RI At tvalRep CWS -1599 (PW-t$3UU, IMPAC:I ).Pdt FL13010 RI AE Mikran NOA 11-0830 09.adf Created by Independent Third Party: Yes 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 mail. 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 with an email address if they have one. The emails 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 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: El C:,red arrl SAFE ftaridebilding.org/pr/pr app mp&perarrr`wGEVXQMDgKQEb8Fpi60Nrs5wFsVA)Wb r%2P3TCzgFd2pZFlcdlrFTwsA%3d%3d 414 49 V4' — MAX OVERALL FLANGE WIDTH 48• — MAX UNIT WIDTH 45 1/8° GLASS DLO U 1 10 731/4° MAX. OVERALL FLANGE WIDTH 891 M• G MAX UNIT WIDTH DLO I I+— 69 9/8' 771/4' MAX OVERALL FLANGE A E 7 8 76" O MAX DESIGN PRESSURE RATING1 HEIGHT ±55 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .......... 1 ANCHOR SCHEDULE & NOTES ........... 2-3 SHAPES....................................................4 GLAZING...................................................5 SECTION VIEWS......................................6 EXTRUSIONS & B.O.M.............................7 INSTALLATION DETAILS ...................... 8-9 SIGN RESb R RA NG ±67.5 1 Luces A Tumor, P.E. 2011-12-1411:08-05:00 `7-1 PROPRIETARYAND CONFIDEM I. 12/14/11 THE INFORMATION CONTAINED M THIS DRAWING 6 THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMS, NC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 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 5) 3. CONFIGURATION: FIXED LITE '0 . 4. 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. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cct=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210-3530-1, IA, 2, 2A, NCTL-210-3672-1, 1A, 2, 2A 9. SERIES I MODEL DESIGNATION PW -6300. 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. W v"7 No 58201 13% STATE OF �.�tC.. • t O R % P 1900 SW 44TH AVE. OCALA, FLORIDA 34474 5/05/20071 I" ----'PVC PVC FIX D LITE r-.-' NTs r— ..-. cWs-1591 IOF9 m 14 IT ANCHOR LAYOUT - (FLANGE) THRU FRAME(MASONRY OR WOOD OPENING) H- 55 DP DTE 2 W MAX. (TYp) Iff MAXMNC O.C. INSTALLATION ANCHOR (TYP) INSTALLATION ANCHOR (TYP) NOTE C C ANCHOR LAYOUT - (FIN) THRU NMUNG FIN (WOOD OPENING) H- 55 DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16" DIA. ELCO ULTRACON 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 I ACHIEVED IN EITHER DIRECTION. 6. k8 WOOD SCREW ANCHORS 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 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. B UPDATED PER 2010 FBC 12/6iL011 LUCAS A TURNER, FL P.E. 66201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL OT BE USED IN SUBSTRATES WITH THS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.� 9. INSTALLATION ANCHOR CAP CITIES FOUR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �`P�:,PNG V v sF •.,?. �i� WDIDOWS & DOORS A. WOOD - MINIMUM SPECIFIC GRAVITY OF G�.55 (SOUTHERN PINE OR GREATER) ��` • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. : -�� No 58201 ,�� 1800 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). t ; ; * OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE lz� 4 E. ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT �9G••• STATE OP a:� � p L ; t�DEL' OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION a��.i ADE ,�i��s' 5/05/2007 OF THE REFERENCE DOCUMENTS: THE INFORMATION coNr oOP Tian DRAWING DClam PROPER CNFIORNM USTOM FMAIAAMANDM O R� 0.•'p��` CAL G. NO.: 100(BNWINNDOW WHOLE WITHOUT THE 200( �EWEXTERIOR)DOORS). ANY REPRF �, ` PVC FIXED LITE FMAANDMA 250 OX WINDOWS), FMA/AAMAflNDMA yWINDOWPRITTENiro oN ),FMFMA/A?AA CUSTOMww sINPARTOR Is R: BS NET: 2OF9CWS-158 P MAX [TO" MAX O.C. (IYP) (Typ) 8° MAX 7 518° MAX. O.C. SEE NOTE 2 11 SEE NOTE 8 CreP•) J — — — — — — — — — — — — — — — — — — — — — — — — — 4" MAX 8° MAX. (lYP) 8° MAX O.C. 7 5!8" MAX. O.C. (TYP) (I'p') O O INSTALLATION ANCHOR (TYP) ' INSTALLATION ANCHOR (TYP) ANCHOR LAYOUT -(FLANGE) ANCHOR LAYOOUUDT - fFIIN))) THRU FRAME (MASONRY OR WOOD OPENING) H- 87S DP +H 87.5 DP B1 UPDATED PER 2010 FBC 1216/2011 LUCAS A. TURNER, FL P.E. 55201 A I UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 gpnrrrrr WOREIV lrfi,�i v.......... C E N SF wmnmws & Oooxs v t• No 58201 •:�� : 1900 SW 44TH AVE. f t * B OCALA, FLORIDA 34474 yZv� TITLE: ANCHOR SCHEDULE - LARGE MISSILE IMPACT `Z %11% STATE OF " rub s:RAWN BY: ATE: PROPRIETARY AND COt�FIDENTNL 12/14/11 �4�"�•'•'O1 pP� �2�:� 8300 5/05/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '/�s •• .O R� •.•'"o �� DEL: AL WG. O.: WINDOWN YSTESS,IN.ANYRROGLE REPRODUCTION INPART RAS WHOLE rWDM40UTr"E �4liS,QNA„E�p�� PVC FIXED LITE �R: H� CWS -159 WINDOWB 30FO FULL CIRCLE 1/2 CIRCLE 114 CIRCLE NOTES: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. 3. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW NOTE 1, SHEET2 zz PROPFAETARYAND CONRDENTAL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. WC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PR"rrFD. Ki•ZLYiI;1 I' OVERALL 311V ANNEALED 112' AIRSPACE 5116• LAMI GLASS 116" ANNEALED .080 DUPONT PVB INTERLAYER 118° ANNEALED )PURFECT GLAZE 'H' SIKAFLEX 652 l 1�GLASS BITE GLASS TYPE A FULL SIZE l' OVERALL 3116' TEMPERED 112° AIRSPACE 5116' LAW GLASS 116° ANNEALED 1/16' DUPONT PVB INTERLAYER VB' ANNEALED DPURFECT GLAZE -Fr r SIKAFLEX 552 1 12' GLASS BITE LNIIIIIIIIIIIIIII GLASS TYPE B FULL SIZE 1. OVERALL 3116' HEATSTRENGTH 316° AIRSPACE 7116' LAMI GLASS 3116' HEATSTRENGTH .080 SENTRY GLASS TONOPLAST 3116' HEAT STRENGTH aPURFECT GLAZE'W SIKAFLEX 552 I112' GLASS BITE GLASS TYPE C FULL SIZE v : No 58201 X33'. STATE OF vRaPRIFraRYaND CONRDENTnL 12/14111THE MSMSIP�NR0LEryOHEWINDOW SYSTEMS. THIS DRAWING IN PART THE AWHOLEWI UT WRITTEN PERM188ION OF CUSTOM WINDOW SYSTEMS, INC. IS PROH1B11ED. I/��#Sol 0*11 XASS Twysm TYPE W X H A, B f --4-8-X-7-211 1' OVERALL 3116" TEMPERED 318' AIR SPACE 7/16' LAMI GLASS 3/16' HEAT STRENGTH .090 SENTRY GLASS TONOPLAST INTERLAYER 3116° HEAT STRENGTH DPURFECT GLAZE 'W SIKAFLEX 552 IT, 12" GLASS SITE GLASS TYPE D FULL SIZE B1 UPDATED PER 2010 FSC 12/6/2011 A I UPDATED PER NEW FBC REQUIREMENTS 17107r2= ". 9WINDOWS ,:. - & DOO]LS 1900 SW 44TH AVE. OCALA. FLORIDA 34474 FITC : GLAZING DETAIL - LARGE MISSILE IMPACT > :6300 R ADE 5105/2007 ADDEL: PVC FDCED LITE E. 1:1 G. NO.: CWS -159 EV. LE I ILK: B HEFT: 5 OF 8 6 8 11 6 9 6 10 1 9 10 7 7 11 8 3 SECTION B -B 4 EXTERIOR EXTERIOR 6 5 2 7 SECTION VIEW C -C ALT FIN FRAME B UPDATED PER 2010 FBC 12/6/1011 S LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 SECTION VIEW A -A ,0%:'`1Pp10REW,r01,� AOp�; %.GEAisF'•.P2�'y WIIdDOWS&DOORS No 58201 I. -PS 1900 SW 44TH AVE. * : OCALA, FLORIDA 34474 4Q LE' SECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT SERIES: : 'ii�T : °1 P �2�.� 8300 5/05/2007 PRaPRIfTARYAND COIsw�mv 12/14/11 THE PROPERTY OF I�� O ; ��i,`ssj O R� .... DEL: 1:2 LE;FWG. NO.: CWS � .CONTAINED WINDOW SYSTEMS�oS�AP PVC FIXED LITE �MIll!!!!` EET: -159 WRITTEN PERMISSION DF CUSTOM WINDOW SYSTEMS, INC. IS PRDHIBITED. .LETTER: S 6 OF 9 Item # Part # Descrl on Vendor 11uterial 1 H -6006B Fr., PW, Main, Head Mikron PVC 2 H -6006B Fr., PW, Main, Sill Milmon PVC 3 H -6006B Fr., PW, Main, L. Jb. Mi aon PVC 4 H -600M Fr., PW, Main, R Jb. M1'laron PVC 5 H -6006A Fr. Main, PVC, Fin Mikron PVC 6 P-3113 Screw Support for PVC Team Plastic Rubber 7 P-3352 Set. Bk, 85 Dur., 1/8" x 5/8" x T'Lg. Frank Lowe Rubber 8 Purfect Glaze "H", SikaFlex552 Henkel / Sffm Silicone 9 P-3752 Cap Plug, 1/2" Hole M&M Nylon 10 S-6064 Glz Bd., Fxd. (1" O.A. I.G) Myon PVC 11 GLASS See Sheet 4 10 1/4' 1/16" 7!8' PVC GLAZEBEAD-6064 PRIWRIETARYANO CO FW13ITAL 12/14/11 THE W-ORMATION 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, W. IS PROHIBITED. PVC FRAME FLANGE - H 6006 B PVC FRAME FIN - H 60M 6 3/16' Q SCREW SUPPORT - P-3113 A. TURNER. FL P.E. No 58201- 1900 SW 44TH AVE. fa OCALA. FLORIDA 34474 STATE OF CORNER WELD (ALL SIDES) 5/05/20071 7OF9 SEALANT BETWEEN BUCK — AND OPENING BY OTHERS 23[2 MIN. EDGE DIST. ICI CONCRETEI MASONRY s . • s BY OTHERS P. • s. EXTERIOR FINISH �~ BY OTHERS —~`r PERIMETER SEALANT O BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER 1 114• MIN. EMBEDMENT • [C] s 1 BY WOOD BUCK BY OTHERS [A] 114° MAX SHBA IBI — INSTALLATION ANCHOR, 3f16• DIA. MASONRY ANCHOR W/ WASHER THRU SCREW SUPPORT [C] SEALANT BEHIND INSTALLATION ANCHOR, FLANGE BY 3116' DIA. MASONRY ANCHOR INSTALLER w/ WASHER THRU SCREW SUPPORT [CJ PERIMETER SEALANT BYINSTALLER IW MAX SHIM IL IS] BY OTHERS :.• : i;A e. P• ;• •a p• 1P .y, P: • •g•p�0• •= • s. • �P s• •PeOve O• P•• P� p♦0• � ••P � O• p O• •O •4 a •p a pS• p• • a• O•sP. s. CONCRETEIMASONRY BY OTHERS A VERTICAL SECTION 8 FRAME (MASONRY) SILL STOOL BY OTHERS CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK^ AND OPENING BY OTHERS .•.Q INSTALLATION ANCHOR, 3/16° DIA. • d MASONRY ANCHOR W/WASHER THRU SCREW SUPPORT [CI 2JW MIN. EDGE DIS r. [C] `e `e 1914:. MIN EMBEDMENT— [CI EXTERIOR F BY OTHERS —1SY WOOD BUCK BY OTHERS [Al 19' MAX SHIM IBI —SEALANT BEHIND FLANGE BY INSTF PERIMETER SEALANT BY INSTALLER B HORIZONTAL SECTION 8 FRAME (MASONRY) C HORIZONTAL SECTION \�jj FRAME (WOOD) TE: HEADJAMB IMILAR FOR 2BYINSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW. 131V MIN EMBEDMENT IDI 114• MAX SHIM ' ► ' 2 BY WOOD BUCK [BI [C] BY OTHERS [A] 0 ► A ► Zr MIN. EDGE DIST. BYINSTALLER (DI • ► ► INSTALLATION ANCHOR, EXTERIOR FINISH A D #10 WOOD SCREW w/WASHER BY OTHERS e . • ► THRU SCREW SUPPORT - e• 1 0,• °• s �s °D t e• e � p v D a a [Ol 11L4" MIN. EMBEDMENT RYP] _ A e 2 BY WOOD SUCK ' ► • • BY OTHERS • s• e, e• s s•a .»f IAI R SEALANT BETWEEN BUCK AND OPENING BY OTHERS C HORIZONTAL SECTION \�jj FRAME (WOOD) TE: HEADJAMB IMILAR FOR 2BYINSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW. 1 114• MIN. EMBEDMENT [C] 2 -Ur MIN. EDGE DIST. [CI X :r- PROPMETARYAND CDRFMBffM 12/14111 THE NFORMATION CONTANED IN TM DRAWING IS THE SOLE PROPERTY OF CUSTOM W WWW SYSTEMS. NO. ANY REPRODUCTION N PART OR AS A WHOLE WRmff THE WRRTEN PERMISSION OF CUSTOM WNDOW SYSTEMS, NC. IS PROHIBRED. A. TURNER. FL P.E. 56201 REFERENCE NOTES [A] SEE NOTE 10, SHT 1 ]6] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, BHT 2 [O] SEE NOTE 5, BHT 2 [E] SEE NOTE 6, BHT 2 INSTALLATION ANCHOR, 3116" DLA. MASONRY ANCHOR SEALANT BEHIND W/ WASHER THRU SCREW SUPPORT FLANGE BY [C] INSTALLER 114" MAX. SHIM (tYP) PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS e - e• 1 0,• °• s �s °D t e• e � p v D a a 11L4" MIN. EMBEDMENT RYP] . D e D p p � s D.�• oD s a.� D. • s• e, e• s D gym MIN. EDGE DIST. CONCRETE/MASONRY [TMP] BY OTHERS D1 ALTERNATE PRECAST SILL DETAIL 8 FRAME(MASONRY) 1 114• MIN. EMBEDMENT [C] 2 -Ur MIN. EDGE DIST. [CI X :r- PROPMETARYAND CDRFMBffM 12/14111 THE NFORMATION CONTANED IN TM DRAWING IS THE SOLE PROPERTY OF CUSTOM W WWW SYSTEMS. NO. ANY REPRODUCTION N PART OR AS A WHOLE WRmff THE WRRTEN PERMISSION OF CUSTOM WNDOW SYSTEMS, NC. IS PROHIBRED. A. TURNER. FL P.E. 56201 REFERENCE NOTES [A] SEE NOTE 10, SHT 1 ]6] SEE NOTE 2&3, SHT 2 [C] SEE NOTE 4, BHT 2 [O] SEE NOTE 5, BHT 2 [E] SEE NOTE 6, BHT 2 1]ir MIN. EMBEDMENT lq PERIMETER SEALANT 2 BY WOOD BUCK BY INSTALLER ap" [A] OTHERS 114" MAX SHIM q (8] 1/4_ MIN EMBEDMENT WINDOW WRAP [E] BY INSTALLER INSTALLATION ANCHOR, U4" MAXSHIM A8 WOOD SCREW ANCHOR [g] ]WE]1 WASHER 1 12" MIN. [E] SHEATHING BY OTHERS 114" MAX SHIM ]BI PERIMETER SEALANT MIN EMBEDMENT BY INSTALLER \ ° � IE] SEALANT BEHIND FIN BY MSTAL.LER PERIMETER SEALANT BY INSTALLER /--F1 HORIZONTAL SECTION e FIN (WOOD) REFERENCE NOTES WINDOW WRAP BY INSTALLER e o . $ a INSTALLATION ANCHOR, SHEATHING [A] SEE NOTE 10, S.K.F 1 Cj SEE NOTE SEE NOTE 24, SHT 2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE S. BHT 2 08 WOOD SCREW ANCHOR BY OTHERS [A] W1 WASHER BY OTHERS e• °� INSTALLATION ANCHOR, LEI SEALANT BEHIND FIN $o"a °• 58 WOOD SCREW ANCHOR BYINSTALLER SEALANT BEHIND FIN W W]WASHERLUCAS A. TURNER, FL P.E. 582D1 A UPDATEDEW FBC REQUIREMENTS 7/07/2008 BY INSTALLER 2 BY BUCK BY OTHERS EXTERIOR FINISH . 0 4 MIN. EMBEDMENT (A] SYOTHERSI�--t—>� SHEATSHEATHING'rl;��'•. ••`,` P�yc &yy MIN EMBEDMENT PERIMETER SEALANT 2 BY WOOD BUCK BY INSTALLER ap" [A] OTHERS 114" MAX SHIM q (8] 1/4_ MIN EMBEDMENT WINDOW WRAP [E] BY INSTALLER INSTALLATION ANCHOR, U4" MAXSHIM A8 WOOD SCREW ANCHOR [g] ]WE]1 WASHER 1 12" MIN. [E] SHEATHING BY OTHERS 114" MAX SHIM ]BI PERIMETER SEALANT MIN EMBEDMENT BY INSTALLER \ ° � IE] SEALANT BEHIND FIN BY MSTAL.LER PERIMETER SEALANT BY INSTALLER /--F1 HORIZONTAL SECTION e FIN (WOOD) REFERENCE NOTES WINDOW WRAP BY INSTALLER e o . $ a 2 BY WOOD BUCK BY OTHERS [A] SEE NOTE 10, S.K.F 1 Cj SEE NOTE SEE NOTE 24, SHT 2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE S. BHT 2 EXTERIOR FINISH 8j• [A] BY OTHERS e• °� INSTALLATION ANCHOR, °• 58 WOOD SCREW ANCHOR B UPDATED�PER10 FBC 12/8/2011 SEALANT BEHIND FIN W W]WASHERLUCAS A. TURNER, FL P.E. 582D1 A UPDATEDEW FBC REQUIREMENTS 7/07/2008 BY INSTALLER MIN. EMBEDMENT q�J SHEATSHEATHING'rl;��'•. ••`,` P�yc &yy i; BY OTHERSa� GP•• �.� 'SF�'��'._ r-" \ VERTICAL SECTION 'y 2— 9 FIN (WOOD) PR TARYAND CO FIDENTNL 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWING 15 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. Lucas A. Turner, P.E., MBA Evaluation Report 159B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h 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 HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11. 2) Test Reports NCTL-210-3530-1, -lA, -2, and -2A, and NCTL-210-3672-1, -lA, -2, and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM E1886/1996-02/05 and TAS 201, 202, 203 1994 3) Supplemental Calculations to support CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11 Installation: Units must be installed according to approval document CWS -159B. Limitations of Use: This product: • May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf, with max. glass daylight sizes as shown in CWS -159B • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -159B, with Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami - Dade N.O.A. 11-0624.01 in DP55 units • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • 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 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. °REW xaa!!°.°�� ISI' ° No 58201 .CC '. STATE OF 4U, Lucas A. Tumer, P.E. 2011-12-1411:08-05:00 xZ 12/14/11 Lucas A. Turner, P.E. FL PE #58201 . 8116if2a14 Florida Building Coda Online �fr �Q Dep"Mof acIs Home I Login I user Registration I Hot Topics Submit Surcharge stats & Fads I Pubik Bus!'nes =Approval Protessi IPrOdUet - 119BR: Public User Regulation Product Approval Menu > Product or DWIcation Sem > Analication. List > Application Oetafl ® 1` FL FL6890-R4 �a Application Type Revision Gude Version 2010 Application Status Approved Comments Archlved ^: Product Manufacturer Custom Window Systems Inc. F Address/Phone/Errell 1900 SW 44th Avenue n1p Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevre p rdefavre@cws.cc = Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc 2 Quality Assurance Representative Jeff Thompson 44 Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson0cws.cc Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florlda Registered Arrhltect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. LINch, PE ® Validation ChecW& - Hardcopy Received Certificate of independence ,FF 68W R4 COI EvalReo CWS -1615 (CA -8400. IMPACT) odf Referenced Standard and Year (of Standard) Wandard AAMAJW DMA/CSA/101/I.S.2/A440-05 ASTM E 1300-04 ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code hWJw Av.Oor(debAidng.org/pr/pr app_ AspQporanpvuG XQwtDqu4Bg7NU03MYBCIMsOVDVAYJ3ezRoSWA%3d 1/2 , em6=4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Cade Ondine Method 1 Option D 12/12/2011 12/13/2011 12/20/2011 01/31/2012 10 f— a [entaot Q :: 1940 How Monme Street Tallahassee FL 32399 Phone: 841487-1824 The State of Florida Is an ANEED employer: Copyright 2007-2013 State of Florida. Prlvan Statement :; Accessibility Statement ;: gefund 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 mall to this entity. Instead, contact the office by phone or by traditional mall. It you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Mdde Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department v t an small address If < they have one. The smalls provided may be used for official communication Wtt the licensee. However email addresses are public record. It 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 Accepter 3 SE'CIl thF.Thtt'S hWJAww.laddoWidrig.org/pr/pr_app_OdAsp)QWaff F%eVXQvADqu4Bg7N%0 39nYBCIMsOVDVNAMezROSIJAYoW 22 CASEMENT ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: (SHOWN W/ DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAILS: (SEE SHEET 3) J RAAXOVERALL813. CONFIGURATION& ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. FLANGE WIDTH 4. DESIGN PRESSURE RATINGS. 37' 381/4' -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES UNIT WIDTH MAX OVERALL FLANGE WIDTH ASTM E-1300 35' 9T -POSITIVE DESIGN LOADS BASED ON TEST PRESSURE. WATER INFILTRATION TEST pyo SASH WIDTH LINIT WIDTH PRESSURES AND GLASS TABLES ASTM E-1 WO MAX SASH S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN WIDTH OF THIS PRODUCT. SEE SHEETS 6.7 FOR INSTALLATION DETAIL WIND LOAD DURATION + FACTOR CI=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8/ 6 ' I 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT REQUIRED. 7 I / I 7. ALL FRAMES AND VENTS FULLY WELDED. 73 64114' I1F\ 8. REFERENCE TEST REPORTS: NCTL-210-3873.1, 1A, 2,2A, NCTL-210-3874-1, 1 A, 2, 2A MAX / j MAX I FOVERAU LANGE I 9. SERIESIMODEL DESIGNATION CA -8400. FLANGE HEIGHT HE GHT I 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO / I I ♦ 1 PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 56 wr UNIT I GLASS DO Lu LT I ( GLASS DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH H7HEtGM I ♦ � I / 1 �� I I 70' 6 1' SASH SASHHEtGHTHEIGHT 30 1W I I GLASS DLO _ A s RIGHT HINGED - SHOWN 3D Ur LEFT HINGED - OPPOSITE GLASS DLO f •1 eL 'N-w1.I ❑i TABLE OF CONTENTS GENERAL NOTES $ EL.EVATIONS.....». ..». »...1 I m A Tumer, P.E 2011-12-071020-05:0011ZANCHOR SCHEDULE $ NOTES ............ ........ ...... 2 GLAZING DETAILS— ...........» .»...........».............3 17107/11 SECTION VIEW $ALT. FRAME............» ._.._.._...4 PROPRETAWAM COXgDBW M. EXTRUSIONS $ B OJAA 5 THE 05 RATION CONTAXED IN TMS ORAVING tS THE SOLE PROPERTY OF CUSTOM ..__..._.. »»..»...».».». INSTALLATION DETAILS ............... .... ».. ••••••• —.-6-7 WWDOW SYSfERM3, WC. ANY REPRODUCTION IN PART OR ASA WHOE W{TIWUf THE WRITTEN PERMISSION OF CUSTOM WVUXM SYSTEMS, WC IS MMISIITED. N 4' MA ' MAX 1216 IYP) MAX O.C. (TYP) SEE NOTE 2 1- X (TYP) r MAX 0 LX O.C. rl' �� ANCHOR LAYOUT - (AGE) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) THRU FRAAAUE(WOOD OR NA80l4RY OPEC) _ TUCiUFFZAkW4 V=ORPAASONRYCPENU4G) 7H9 NAILING FIN (WOW OPENING) nM NAW4G FM MOOD OPENUU4 NOTES: FOR tNRS UP 7097 x7 ' FOR UNITS UP TO 3T x83' FOR UNITS OF TO 3T x 7T FOR UNITS UPTO 3TxSr 1. INSTALL ONE ANCHOR AT EACH INSTALLATION 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 1(18' IS PRESENT. 3. LOAD G SI11MS SHALL BE CONSTRUCTED OF OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3H8' DIA ITN TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDME O MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1' SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 W ANCHORS MUST 8E OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13(8' INTO 2 BY WOOD BUCK -` A MINIMUM EDGE DISTANCE OF 718' SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 110 INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1!4' SHAG BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 12 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 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF G=OM (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) 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA(AAMA 100(FIN WINDOWS). FMMAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMOVAAMANVDMA 300(EXTERIOR DOORS). 7-%- PROPRErAWA=MOlM4Verl M 12/®'7/11 THE NFMMTM CONTANEO IN THIS DRAWNO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY SON N PART OR AS A WHOLE W THOUTTHE WMTTEN PEIVASSION OF CUSTOM WNOOW SYSTEMS, INC. TS PROHIBITED. SW 44TH AVE. A FLORIDA 34474 ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT $400 RAWN BY: ADE 5!5/2007 CASEMENT CALE: PITS G'NO.: CWS -161 rr B Er: 2 OF 7 7f8' OVERALL U8' ANNEALED GLASS 7/18' AIRSPACE 5718' LAMINATED GLASS 118' ANNEALED GLASS .0W DUPONT PVB INTERLAYER 118' ANNEALED GLASS PURFECT GLAZE -W SWAFLEX 652 GLASS GLASS TYPE A BTIE FULL SIZE I/8' OVERALL 1/8' TEMPERED 7/18' AIRSPACE 5118' LAMINATED GLASS 1fi8' ANNEALED .090 DUPONT PVB INTERLAYER 118' ANNEALED PURFECT GLAZE W SWAFLEX 552 OVERALL HEAT STRENGTHENED i AIR SPACE P LAMINATED GLASS ' HEAT STRENGTHENED I DUPONT PNB INTEM AYER HEATSTRENGTHENED PURFECT GLAZE W SIKAFLEX 552 GLASS TYPE C FULL SIZE 112' GLASS SITE FL P.E. 55201 WINDOW MAX I GLASS GLASS TYPE B S12E D.P. TYPE FULL SIZE 37 x 63 +/-67.51 A -B 37 x 72 +/- 67.5 1 GD Z PROPJWTARCANDf.Offffl)HfML 12/07/11 THE I OOWATM CONTAKM IN TM DRAWING IB THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM$, INC. ANY REPPMUCTIOM N PART OR AS A WHOLE WITHOUT THE WRITTEN PaMSION OF CUSTOM WWDOMM SYSTEMS, M IS PROHIBITED. 7f8' OVERALL 1f8' TEMPERED GLASS 7Nir AIRSPACE S/18' LAMINATED GLASS VB' HEAT STRENGTHENED .090 DUPONT PVB INTERLAYER U8' HEAT STRENGTHENED PURFECT GLAZE SWAFLEX 652 GLASS TYPE D FULL SIZE 18 11 9 1 1 1! 1 1 8 18 4 8 1 18 1 SECTION VIEW B$ 2 SECTION VIEW C•C ALT FIN FRAME SECTION VIEW A-A B UPDATED PER 2010 FBC 12150111 LUCAS A TuRNER, FL P.E. 5s201 A JUPDATE TO FBC CHANGES 103117r2M suit..► ► JSP"dy►T�►►► `?G�Q�L 7,18,20,25,27,32,34,37,38 E244.46.50 `��Gp¢;•�`GENSF.%I5p-' & v;' No �� : ARE USED BUT NO N FOR CLARITY. 58201 1900 SW 44TH AVE. FLORIDA 34474 �'L a rrLE' SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPAC 12/07/11 Z9�S STATE OF .4/� '-,O,o :,a p,: ,�� 8400 ADE 5/5/2007 FWH PROPERTY CUSTOM VTHE INFORMATION CONTAINED IN THtS VMOW NYREPe==ONIN tS THE SOLE PART ►►� i��OMAI �,, e : CASEMENT CALEL: NTS :CWS 161 PERMISSION. tYtA VAMIEN VANDOW 9 40F7 Nem# Part# —DescripSon Vendor Mew" 1 MOW Fit, CASE, MR HEAD ARIam wC 2 H TR, CASE, MAK BLL NKRON wC 3 HM= FR, CAS£, WA JEL, RlMfT MICRON PVC 4 MOW M CASE, WK JB, LEFT h iam we 6 HaM Flt. CUE, W/FIN MICRON wC 8 H+8[I08 SASK C ASE. T0PFBLL Hlom wC 7 Ham SASH, CABS. BT: mL mlom wC 8 H4M SAW C AM SEENU HINGE Abu= wC 9 ROM SASH, CAS, ME RAI, LOCK MIG ON wC 10 K1592 SCREEN RAL, SEEM KEYWJ9( ALLAN 11 K1693 SCREENRAJ , TOFF KE(NARK ALLAN 12 MASS BfsFEET3 13 13028 SET. SLK, 85 VLF- UB-X7/8'XrLM FRANCLOWE RLIBER 14 P•3O29 StR834LFT•OUT SUM4P 16 FL3113 SCl;VNStJiq0RfF13Rwc 7EWFLAS1CS ia1BSER 1s FL3195 SCREEN FTiTANOHOLETENNOV 17 PLM97 SCREENCORNERKEy AAAA NYLON 18 83217 VWM, W ITEU31FSEAL, FRAAAE AMESBUiY RIJBM 19 PL3228 SCREEN SALM .155 DIA, SIX CARR 20 PMi MCBZDURASE-AL.SEESHBET3 MPASFAL T%JSFAL 21 FL3342 SEAAASBQMB smam aCHNEE SILICONE 22 83428 W8IP., 278 X.16? BACK LLTRA FN, BLACK SAM LLTRAFA6 23 FUFECrGTAZEW'.SKAR.EXG2 HEN193.,SKA 24 Pam #B X 3W QUAD FM TEK UV, SCREW 25 P11581 SCREEN CLOTK 18 X 16 FIBERGLASS FiiFBt 26 P -M X 1• FH R4TEC 2. S& SCReN FASTEML SS 27 P3813 anLBL4DGO) 28 P3886 CS4M GOLD CELT. L sBEI, NIMTAS 29 83752 CRPFLLX4. WHOLE Nam NYLW4 30 FL3881 1T3NAOIRARY LBL. 31 13940 sNll81m ss, wC 32 P40M 7EBARGt=f07TO.HwE. ROTO as 33 P4004 MkV X tit• FH PHA e6, SS OWTO H CM& LOOK) FAST04AL as 34 P4W5 SLFFCRTF ATE, LCC K SS, FOTO t w/ P4W6) ROTO SS 35 P4006 LOCK NL LTtfCW. ROTO HOWE, V*M ROTO SS 36 14007 RID O CFERATM PORLA FMIGHT OPEN CA• SH3 eM FOTO as 37 PAM TRACK&SUERASSM,F=00FER R0T0H0WE,(13-) ROM as 36 P4M0 aTUDWW.ROT W31B UliL R07OKM RDTO BE 39 P4012 SHIA ROM OFSPATOR, ROM FEW. (4AS Ft= umaq 40 P4014 HAN M SM Ius OFEK ROM MME (WFBIE) ROTO ZINC 41 P4M8 ROTO SS 42 13020 SU FM VMSHE , FUTOCPBt ROTOR ME (SS) ROM 69 43 P4021 *SMx3WOjadFHVV/1116-tead,MSSMRMCIP.,RDTOKNE FASnML as 44 P4024 GASW, RUTOORM ROTO HDWE, itte, HOP 45 14031-P4040 7 , FUM H O ME 1-5 LOCKPC>M SS (BY CTA HGr.) ROTO as 48 P40SO FEW. COLAUMNLEA8052H32(AN X.437).Ffl FR83EVNSTEEL ALLIM 47 P4043 SIRW A7lA.TPOHYf MAA NYLON 46 P4146 S8x3/ FHR.ATTBKSS FASTBtkL SS 49 P4491 TEF.COL-ALLAINU =24K12(AUXAM.HD VEMSTEEL ALLAN 16 P401 NOXWPHRATTEKWHEPASS55 51 S-1605 FEW, C ASE BASH Id:Y1NAla( ALLAIA 62 S4=4 CB.Z. FAD„ 76- I MKRON wC 3 PVC FLANGE H - 603013 z 11/3a• 21W 6 7 8 8 PVC SASH, CASE. H-6008 r___i 1032° SCREEN RAIL, SIDE/BTM, H-1592 ALUMINUM 6063-T6 1 jurt— T SCREW SUPPORT - P-3113 4 r g PVC FR CASE. MAIN (FFN) H4030A f^ F rAWNU)crnFIVENTAL 12!07/11 THE OVOMATM CONTAMO IN THIS ORAWNG IS THE 801E PROPERTY OF CUSTOM VftaM SYSTEMS, OHC. ANY REPRODUCTION IN PART OR AS A WHOLE WRHOUTTHE WRITTEN FSI OF CUSTOM WHOM SYSTEMS M IS PROHBnM �7f18' 1H8• COIL, .05 X.437, P-4050 ALUMINUM 5052-1-132 21f31- 1118° COIL, .062 X.656, P4491 ALUMINUM 5052-H32 17132' 11 19132' I SCREEN RAIL, TOP/SIDE, H-1593 ALUMINUM 6063-T6 r2 ,—, 2Tr r PVC GLAZING BEAD - 6064 SASH CORNER 99tISTRUCTION No 5=1 't 31: 1900 SW 44TH AVE. * * * OCALA, FLORIDA 34474 9' STATE OF .�uC E. EXTRUSIONS&B.O.M.- yMES: RAV 0. •, o p • •�Q 8400 ,•i�O�SSi O R'' CASEMENT S) 314' 1 11f15- SASH REINF. S-1505 ALUMINUM 6063-T6 ADE 1:2 B 5/5/2007 5OF7 I= MIN. EDGE DIST. SEALANT BETWEEN BUCK AND OPENING BY OTHERS s • • ♦ •• o • i o .P `�— USE SOLID WOOD SUPPORT •g;PPo. •o'• s• •s O• •s•oa TO MAKE SIILLEVEL n O . e 's . • > • ; �► P s . • e s • • . BY OTHERS A. • 4 s •••♦ O• i• • i e •• �� •• �•e ea e• P•• •e• e•♦• ♦ O• �e• O• •e • o • ♦ �♦ ♦ s • • o'e O a ♦ ei • • ♦ 1 114• MLN. EMBEDMENT CONCRETEIMASONRYJ BY OTHERS L 2 -Ur MIN. EDGE DIST. IC] SEALANT BEHIND SEALANT UNDER SCREW FLANGE BYYINSTALLER HEAD BY INSTALLER PERIMETER SEALANT 1W MAX SHIM BY INSTALLER [B] By OTHERS EXTERIOR FIISH P D' • �o �° e 6 p. ♦ p ♦ ° • ' o • . o • ° p e' o p 1 114• MIN. EMBEDMENT p P p p ISI P p .op p ®.g p. •O'O •O � 'O ° pp•♦p •op CCMCRETEIMASONRY 211T MIN. EDGE QST. BY OTHERS �1 ALTERNATE PRECAST SILL DETAIL 0 FRAMEtY) B UPDATEC AVERTICAL SEC71ON f' 1- e FRAME (Rn12/07/11 PR�TARYANO C4AF�EVTIIL THE rta ORMATM CONTANED IN TWS DRAWING IS THE SOLE PROPERTY OF CUSTOM WAmOW SYSTEMA NC. ANY REPROD=MN N PARTOR AS A WHOLE WnMW THE WRITTEN PEI MISSM OF CUSTOM WRQ SYSTEMS, WC. 1S PROMTED. 7akzIvzj-4zL.IF: [/L] SEE NOTE 10, SHT1 I31 SEE NOTE 2143, SHT 2 (Ci SEE NOTE 4. SHT 2 [D} SEE NOTE 8, BHT 2 [E1 SEE NOTE S. BHT 2 BY OTFIERS {A]M 1 114• MIN. EMBEDMENT a :a i• s o s Ici o: •• e 3/18` DNA MASONRY SCREW.• wisup ORrHER{cTNRu�REw • o a • e• s: e• s• 14• MAX SHIM IW MAX SHIN �te1 (81 EXTERIOR FINISH —=T;� • sBUCK 1 BY WOOD BUCK BY OTHERS BY OTHERS [A] BY OTwF�S [Al MAX SHIM e PERIMETER SEALANT BYtNSTALLER IW MAXSHIM IBI SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR, e4 •' • a 3/18° DIA. MASONRY SCREW ' p INSTALLATION ANCHOR #10 WOOD SCREW W/ W/ WASHER THRU SCREW SUPPORT [Cl s • • ♦ •• o • i o .P `�— USE SOLID WOOD SUPPORT •g;PPo. •o'• s• •s O• •s•oa TO MAKE SIILLEVEL n O . e 's . • > • ; �► P s . • e s • • . BY OTHERS A. • 4 s •••♦ O• i• • i e •• �� •• �•e ea e• P•• •e• e•♦• ♦ O• �e• O• •e • o • ♦ �♦ ♦ s • • o'e O a ♦ ei • • ♦ 1 114• MLN. EMBEDMENT CONCRETEIMASONRYJ BY OTHERS L 2 -Ur MIN. EDGE DIST. IC] SEALANT BEHIND SEALANT UNDER SCREW FLANGE BYYINSTALLER HEAD BY INSTALLER PERIMETER SEALANT 1W MAX SHIM BY INSTALLER [B] By OTHERS EXTERIOR FIISH P D' • �o �° e 6 p. ♦ p ♦ ° • ' o • . o • ° p e' o p 1 114• MIN. EMBEDMENT p P p p ISI P p .op p ®.g p. •O'O •O � 'O ° pp•♦p •op CCMCRETEIMASONRY 211T MIN. EDGE QST. BY OTHERS �1 ALTERNATE PRECAST SILL DETAIL 0 FRAMEtY) B UPDATEC AVERTICAL SEC71ON f' 1- e FRAME (Rn12/07/11 PR�TARYANO C4AF�EVTIIL THE rta ORMATM CONTANED IN TWS DRAWING IS THE SOLE PROPERTY OF CUSTOM WAmOW SYSTEMA NC. ANY REPROD=MN N PARTOR AS A WHOLE WnMW THE WRITTEN PEI MISSM OF CUSTOM WRQ SYSTEMS, WC. 1S PROMTED. 7akzIvzj-4zL.IF: [/L] SEE NOTE 10, SHT1 I31 SEE NOTE 2143, SHT 2 (Ci SEE NOTE 4. SHT 2 [D} SEE NOTE 8, BHT 2 [E1 SEE NOTE S. BHT 2 BY OTFIERS {A]M MIN. EMBEDMENT INSTALLATION ANCHOR, BACKED WASHER THRU SCREW SUPPORT [cl 3/18` DNA MASONRY SCREW.• wisup ORrHER{cTNRu�REw • e a 14• MAX SHIM IW MAX SHIN �te1 (81 • sBUCK . , BY OTHERS1/4' BY OTwF�S [Al MAX SHIM e • ' • ' A • .Zffl-" &W EDGE DIST. IDI e4 •' • a ' p INSTALLATION ANCHOR #10 WOOD SCREW W/ WASHERSCREW 2= MIN. ESE DIST. Su PTIO]] IC] • e' O SEALANT BETWEEN BUCK • e . e . • . ._ MID OPENING BY OTHERS ]1W MIN. EMB®HENT �I ANT BEHIND PERIMETER SEALANT FLANGE BY INSTALLER •e o• COSY BY OTHERS I BY PERIMETER SEALANT BY INSTALLER EXTERN FINISH EXTERIOR FINISH BY OTHERS B AL SC-CTION BY OTHERS / CC HORIZONTAL SECTION 8 FRAME (MASONRY) 8 FRAME (WOOD) HOR, 3M(r INSTALLATION ANCHOR, 3118' DIA. fflxm� ADAND J FOR 2BY INSTALLATIONMASONRY rILLINSTALLATIONSAME AS SCREW NE BACKED WASHER THRU SCREWBELOW s • • ♦ •• o • i o .P `�— USE SOLID WOOD SUPPORT •g;PPo. •o'• s• •s O• •s•oa TO MAKE SIILLEVEL n O . e 's . • > • ; �► P s . • e s • • . BY OTHERS A. • 4 s •••♦ O• i• • i e •• �� •• �•e ea e• P•• •e• e•♦• ♦ O• �e• O• •e • o • ♦ �♦ ♦ s • • o'e O a ♦ ei • • ♦ 1 114• MLN. EMBEDMENT CONCRETEIMASONRYJ BY OTHERS L 2 -Ur MIN. EDGE DIST. IC] SEALANT BEHIND SEALANT UNDER SCREW FLANGE BYYINSTALLER HEAD BY INSTALLER PERIMETER SEALANT 1W MAX SHIM BY INSTALLER [B] By OTHERS EXTERIOR FIISH P D' • �o �° e 6 p. ♦ p ♦ ° • ' o • . o • ° p e' o p 1 114• MIN. EMBEDMENT p P p p ISI P p .op p ®.g p. •O'O •O � 'O ° pp•♦p •op CCMCRETEIMASONRY 211T MIN. EDGE QST. BY OTHERS �1 ALTERNATE PRECAST SILL DETAIL 0 FRAMEtY) B UPDATEC AVERTICAL SEC71ON f' 1- e FRAME (Rn12/07/11 PR�TARYANO C4AF�EVTIIL THE rta ORMATM CONTANED IN TWS DRAWING IS THE SOLE PROPERTY OF CUSTOM WAmOW SYSTEMA NC. ANY REPROD=MN N PARTOR AS A WHOLE WnMW THE WRITTEN PEI MISSM OF CUSTOM WRQ SYSTEMS, WC. 1S PROMTED. 7akzIvzj-4zL.IF: [/L] SEE NOTE 10, SHT1 I31 SEE NOTE 2143, SHT 2 (Ci SEE NOTE 4. SHT 2 [D} SEE NOTE 8, BHT 2 [E1 SEE NOTE S. BHT 2 _ ..IIF -r ` MASONRY SCREW WINEOPRENE BACKED WASHER THRU SCREW SUPPORT [cl a. HEAD BY TALEW HIGH STRENGTH STRUCTURALGROUT BY OTHERS1/4' MAX SHIM s • • ♦ •• o • i o .P `�— USE SOLID WOOD SUPPORT •g;PPo. •o'• s• •s O• •s•oa TO MAKE SIILLEVEL n O . e 's . • > • ; �► P s . • e s • • . BY OTHERS A. • 4 s •••♦ O• i• • i e •• �� •• �•e ea e• P•• •e• e•♦• ♦ O• �e• O• •e • o • ♦ �♦ ♦ s • • o'e O a ♦ ei • • ♦ 1 114• MLN. EMBEDMENT CONCRETEIMASONRYJ BY OTHERS L 2 -Ur MIN. EDGE DIST. IC] SEALANT BEHIND SEALANT UNDER SCREW FLANGE BYYINSTALLER HEAD BY INSTALLER PERIMETER SEALANT 1W MAX SHIM BY INSTALLER [B] By OTHERS EXTERIOR FIISH P D' • �o �° e 6 p. ♦ p ♦ ° • ' o • . o • ° p e' o p 1 114• MIN. EMBEDMENT p P p p ISI P p .op p ®.g p. •O'O •O � 'O ° pp•♦p •op CCMCRETEIMASONRY 211T MIN. EDGE QST. BY OTHERS �1 ALTERNATE PRECAST SILL DETAIL 0 FRAMEtY) B UPDATEC AVERTICAL SEC71ON f' 1- e FRAME (Rn12/07/11 PR�TARYANO C4AF�EVTIIL THE rta ORMATM CONTANED IN TWS DRAWING IS THE SOLE PROPERTY OF CUSTOM WAmOW SYSTEMA NC. ANY REPROD=MN N PARTOR AS A WHOLE WnMW THE WRITTEN PEI MISSM OF CUSTOM WRQ SYSTEMS, WC. 1S PROMTED. 7akzIvzj-4zL.IF: [/L] SEE NOTE 10, SHT1 I31 SEE NOTE 2143, SHT 2 (Ci SEE NOTE 4. SHT 2 [D} SEE NOTE 8, BHT 2 [E1 SEE NOTE S. BHT 2 IJM MIN EMBEDMENT tEl SHEATHING BY OTHERS INSTALLATION ANCHOR, I8 WOOD SCREW wl SEALANT BEHIND FIN e. WASHER. BY INSTALLER • 0.0. [E) EXTERIOR FINISH ° 0. BY OTHERS 0. o e 2 BY WOOD BUCK $ BY OTHERS (A) 2 BY WOOD CK iW MIN EDGE DIST PERIMETER SEALANT BY OTHERS (A) IEl BY 94STALLER �$4 ]!4° MTI EDGE DIST INSTALLATION ANCHOR WHOM WRAP WOOD SCREW wl 114' MAX SHIM BY INSTALLER WASHER. [gj 114" MAX SHIM (E( IBI 1 = MIN EMBEDMENT 19 + F HORIZONTAL SECTION SHEATHING d••:eb• i 7 FIN (WOOD) BY OTHERS d •°o •' e EXTFJ710R FINISH W W BY OTHERS WINDOW WBY INSTALLER 114' MAX SHN (B) SEALANT BEHIND FIN PERIMETER SEALANT WINDOW WRAP BY INSTALLER BY INSTALLER BY 94STALLER IW MEDGE DIST REFERENCE NOTES IN PERIMETER SEALANT lq SEE NOTE 4, BHT 2 BY INSTALLER (0) SEE NOTE S. BHT 2 e ' 2 BY WOOD BUCK IE]SEE PLATE 8, SHT 2 BY OTHERS (A) SEALANT BEHIND FIN BY I1sTALLER 8,•.S INSTALLATION ANCHOR B UPDATED PER 2010 FBC 1215t2011 #8 WOOD SCREW w/ WASE LUCAS A TURNER, FL P.E. s8201 A UPDATE TO FBC CHANGES 103117r2M, EXTERIOR FINISH (E) t�fH�ugpp� BY OTHERS Jtttt PgJQREI� T �i�y i-Ur- MW EMBEDMENT .�OQ�;.�aOENSF'�2�� ?:1yp yg&HDQRS SHEATHING v t No 58201 190 SW 44TH AVE. By OTHERS : * ; : * ` OCALA, FLORIDA 34474 EVERTICAL SECTION RLE' INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT \j_,,/FIN (WOOD) ` :9 �. STATE OF . �� aRaa�TamrA�corFloe�rw� 12W/11 S-.A'%=:�� aP.•\��••' 84pp ADE 5/5/2007 w � ANY REPRODUCTION IN PART R ASA WHOLE rr�w�THE INFORMATION CONTAMM IN THIS DRAWM IS THE SOLE PROPERTY OF � ,,�ONp ,y+ Q tt� EEfFL R: CASEMENT NTS CWS161 B 70F7 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 161B December 7, 2011 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 40 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 -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, -lA, -2,-2A, and NCTL-210-3674-1, -lA, -2,-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 -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -161B. Limitations of Use: This product: • May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass • May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann. or Temp.) outboard, -air-1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS -161B • Achieves design pressures of +/-67.5 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 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 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. Lucas A. Tumer, P.E. 2011-12-0715:10-05:00 4ti�t1/i1t RE tV E fie Nck 55201dft : M 7�41. STATE OF ttr4+` PO 41: .►OR 10 N� zz 12/7/11 Lucas A. Turner, P.E. FL PE #58201 WWII Florida Building Code Ordine scIs Home { Log In { User Regtsbation I Hot Topics I Submit Surcharge I Stats & Pad { Publications FSC Staff I SCIS Site Map I Unks { search { Busines�1', v_ -ice tihDtluetApproval Professi nal public User Regu!ation Product Approval Menu > Search > Anplication List > Apparatbn Dena : FLS FL9520-R4 Appdcatlon Type Revision Code Version 2010 Application Status Approved Commants Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 miafevre@cws.cc Authorized Signature Michael LaFevm mlefevre@cws.cc Technical Representative Brian Tenece Address/Phone/Ernall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Lady Address/Phone/Emai{ 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy0cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated BV Steven M. Urich, PE Validation Checidist - Hardcopy Received Certificate of Independence FL9520 R4 COI EvalRep CWS -836 (3 in Mull Imnact).odf Referenced Standard and Year (of Standard) Standaid AAMA 450-06 ASTM E1886-05 ASTM E1996-09 PA TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Year 2006 2005 2009 1994 torld*Uidng.org/pr/pr d8.asp OperarmwjGMOitADq-AHwmURVicM2gTupblNczUTM3dRPY AW 1/2 8119/13 Product Approval Method Date Submkted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Ondine Method 1 Option D 10/30/2012 10/30/2012 11/02/2012 12/04/2012 FL* 114odek Number or Name Description 9520.1 30 Alum Tube Mullion 3' Alum. Tube Mullion, Horizontal & Vertical, FM & Flange applications. (IMPACT) Limits of Use Approved for use In HVHZ* Yes Approval for use outside HVHZI Yes knpact Resent: Yes Design Pressures WA Othen Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Umitations and Conditions of Use. installation instructions E0520 R4 H CWS -836 (3 in Mull. Impact).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE Evalgey CW5=836--C3J—nMull. Imnact).ndf Created by Independent Third Party: Yes 9520.3 15 1/2° Alum Tube Mullion15 1/2° Alum Tube Mulllon, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use In HVHZ* Yes Approved for use outside HVHZ. Yes Impact Resistarb Yes Design Pressures WA Other. Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of UMtations and Conditions of Use. Installation Lnstrvctions FL9520 R4 H CWS -838 (5.5 in Mull Irrmact) Ddf Verifled By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvalReD CWS -838 CS 5 in_Mull. Ilnnact).ndf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an WEED employer. Copyright 2007-2010 State of Florida.:: PrNed Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not went your a -mall 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 550.467.1395. *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 emails provided may be used for official communication vith the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Departmenunde n epter maill address F.S.,, Pii ascan be e dick mh ade available to the public To determine H you are a licenseeM. torldoWid ng.org/P# app rM.aspI(IWwmnvGMQWDgdHwWRWCZ12ghfyplib1Nc2U1V13dRPw'/o3d 32 9520.2 4" Ahem Tube Mullion 41 Alum Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Lbnks of Use but kation barb uctions Approved for use In HVtM Yes Approved for use outside HVHZ: Yes FL9520 R4 II CWS -837 (4 in Mull. Irmact).Ddf Verified By: Lucas A. Turner 58201 Impact Resiatarlib Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other, Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Lhiltatlons and Conditions of FL9520 R4 AE EvalReD CWS -837 (4 in Mull Irroacf).Ddf Created by Independent Third Party: Yes Use. 9520.3 15 1/2° Alum Tube Mullion15 1/2° Alum Tube Mulllon, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Approved for use In HVHZ* Yes Approved for use outside HVHZ. Yes Impact Resistarb Yes Design Pressures WA Other. Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of UMtations and Conditions of Use. Installation Lnstrvctions FL9520 R4 H CWS -838 (5.5 in Mull Irrmact) Ddf Verifled By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvalReD CWS -838 CS 5 in_Mull. Ilnnact).ndf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850487-1824 The State of Florida is an WEED employer. Copyright 2007-2010 State of Florida.:: PrNed Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not went your a -mall 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 550.467.1395. *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 emails provided may be used for official communication vith the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Departmenunde n epter maill address F.S.,, Pii ascan be e dick mh ade available to the public To determine H you are a licenseeM. torldoWid ng.org/P# app rM.aspI(IWwmnvGMQWDgdHwWRWCZ12ghfyplib1Nc2U1V13dRPw'/o3d 32 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS ANCHOR CUP a7— EXAMPLE ...,.EXCAMPLE PVC WINDOW WITH HORIZ (VERT. MULLIONS (FOR SECTION VIEW CALLOUTS ONLY) GENERAL NOTES & ELEVATIONS ........... 1 ANCHOR SCHEDULE................................2-4 EXTRUSIONS & B.O.M...............................58 MULL BAR SECTION VIEWS.....................7-8 INSTALLATION DETAILS ...........................9-10 EXAMPLE PVC WINDOW WITH VERTICAL MULLION (FOR SECTION VIEW CALLOUTS ONLY) Lucas Tumer 2012-10-26 11:30-04:00 ;t-7— PROPRIETARYANDCONFlDEWM 10/2612012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 34) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEI (SHEETS 3.4) 6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LO( LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY W THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY T THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL- 9. PPROVAL9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12. NON -INTERSECTED MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd --1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. NOTES: 1. FOR CUPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3116" DIA. OR 114" DIA. ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 11/4' MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8" SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1318- MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CUP. A MINIMUM WOOD EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. 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. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. 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 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. ALUMINUM -118" THICK MIN., 6063 T5 MIN. E. STEEL - .060" THICK MIN., 33 KSI MIN. T. 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 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMMWDMA 250 (BOX WINDOWS), Z� FMA/AAMAAWDMA 300 (EXTERIOR DOORS). PROPFIffrARYAND IAN140ENTNL 10A12012 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 PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE� -- -- MULL LENGTHS=�I G TWIN TRIPLE HORIZONTAL MULLION HORIZONTAL MULLION L °z 3 q w d z L- i� - MULL LENGTH --I T [---MULL LENGTH - +I E F TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION b t9 L L OPENING SIZE ----4 -+; OPEJNINGSIZEIf C D TWIN TRIPLE VERTICAL MULLION 7- VERTICAL MULLION LUCAS A TURNER FL P.E. 68201 01616#40ON . OREW o IImo�/1� ,`��G4�•\.�C NSt.'•.•'Q.yii� =:WII4DOiN5&DOORS �-• No 58201 s13 1900 SW 44TH AVE. * . t OCALA, FLORIDA 34474 ANCHOR SCHEDULE, 4' MULL BAR, NON -INTERSECTED STATE OF .4/F�tE5: RA NO: FE OPENINGSIZE--4 -4 OPENING SIZE �- O 'PVC MULL BAR ADE12THE INFORMATION CONTAINEDR N THIS DRA PROPERTY OAF ATOM ��iF�p� O R�� G��,ODELC WINDOW SYSTEMS, INC. ANY REMOOucrroN IN PART OR AS A WHOLE WITHOUT THE •'1 , I �4"ALUM. MULL NTS37WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROM MrrEO. �ig+aqNAiu�``�` : 3 OF 1O Pressure Chart. PSF, for Non-Odersected Ont PVC 4" 1+1758, with 15?1 clip us61g �a (4) #10 aclasis or 3118' f1W apeore per each erui of mupfal OPIINHVG912aR 39 45 SI 57 63 69 7S 3/8 81 87 93 99 107 3/8 114 120 I% 132 138 463/4 iZOA 120A iZOA 129A 12DA 120A I20A 120A 1208 IZBA lEOA IEOA lEOA 120A 128A 120A IzOA IZ9A 531!8 120A IEO.O 1ZOA 1ZOA 120A 1ZOA 118.6 115.1 1123 1103 109.1 108.6 198b 108.6 108.6 1�.6 108.8 108.6 57 120A 1Z9A 1Z8A 129A 1179 t11.7 106s lOZ.9 999 97b 968 94.6 943 943 943 943 943 � 120A 120A 119.6 1103 1029 97.1 9Z.1 888 113A BZ9 809 78.9 779 7?A 772 7DA 70A 8 120A 1288 1888 100.0 93.1 878 82.7 792 762 73b 71b 693 68.1 672 66.6 663 663 663 72 1208 112.1 IOTA 93.1 868 81.1 76s 73.1 79.1 69b 6SS 632 618 b08 60.0 893 892 76 118.6 1052 93.9 87.1 80.7 75.6 71.1 679 649 bZS 68.4 58.1 56.6 SSS 54.7 54A 89 70A 70.0 7DA 78A 9A 70A 668 633 693 58.1 56.0 53.7 $22 31.1 801 �., 84 7DA 7DA 70A 70A 70A 663 6ZA 893 S6b 54.2 52.2 499 48.4 473 88 70A 78A 70.8 7BA 673 628 SBS SS8 832 809 489 46.7 432 - 92 70A 70A 70A 69.1 638 49.4 SSb 52.7 50.1 479 46A 438 - 96 70A 70A 70.0 638 b8b S6A $2.7 499 47A 483 43A 413 Des Pressure Chart, PSF, for tin-IMslsected Mp�l PVC 4' 1A16Uon H•1758, wtth 9787 cops usbig sbl (8) #10 scrUJI ews or 3118° ITVU T per each ended mupba OPH08vG817� J9 45 51 57 63 69 753/8 81 87 93 99 1073/8 t14 t20 t26 132 1J8 1453/8 483!4 120A 120A 120.0 128A 128A 1ZBA t20A 120A 12BA 120.8 12BA 120.0 1ZOA 120A lZBA 120A 129.0 128A 531!8 128.0 120.0 IZBA 120.0 120A tZOA 120A iZ0.0 120A IZOA Iz9A 120A 1Z8A 129A I20A 128A 120A 120A � s7 uoA 1zeA 128A Iz9A taeA 1zDA 1:eA Izo.e l29A f211A uoA uee 1zeA lzeA ueo IzoA 1zeA 70A � 63 lzoa 1:oA 120A IaOA 120A 1Z8A IaeA tZ9A lxaA 1ZeA uoA u7s 116A 1152 Ila9 70A 76A 7oA 68 1Z8A 12BA iZBA lEBA 12BA la9A 120A 117.9 t13A f89b 1&63 1932 1013 l09A 70A 79A 79A 70A 78 120A 129A t20A 129A 120A IEBA 1139 108.8 1043 190.6 973 94.1 T8A 78A 70A 70A 7DA 76 tEO.D 120A T29A 12DA 12BA 112s 1939 1D1.0 96.7 93A 899 86A 70A 70A 79A 70A 80 70A 78A 7BA 70A 90A 7DA 70A 70A 70A 70A 79A 70A 70A 70A 70.0 _ � Aa 79A 79.0 7oA TO.e TBA 70A 70A 79A 70A 7e.D 76A 7BA TOA TBA - - 86 70A 70A 78A 78A 78.0 70A 70A 70A 70A 70A T8A 698 673 92 70A 70A 70.0 ?0A 78A 70A 78A 70A 70A 7DA 683 682 96 78A 70A 70.8 79A 70A 70A 70A 70A b9A bS3 622 888 Deal Pressure Chart, PSF, for Noll-Intelaeded Brgract PVC 4° Mu18cn H-1758, w10i 9787 cHpa r� s(x (B #12 screws or 1/4' LRPof Tapcor11 ts aofld concrete sl�atrate )per each erxl d mu8lon OPFNING9� 39 45 51 S7 63 69 753/8 81 87 93 99 107318 114 120 126 132 138 145 3!A 483!4 120A f20A 120.0 129A 12DA 1ZOA l20A 1ZOA 12DA 129.0 120A 120A IZOA IaeA 120A 120A 120A IZBA 53 t/8 120A 129A 120A f2BA 120A 1ZOA I2BA iZOA 120A 120A 1ZBA 120A 1208 120A 120A !FILO 129A 1208 57 1ZOA 120A 128.8 129A 1EOA 120A 1ZOA 120A 120A 128A iZOA 12OA ue.e 12oA 1z9A 1zeA iZBA 708 63 120.9 12BA fZeA 220.0 120A l20A 120A 120.0 120.0 1ZOA 1Z8A 120A IEOA 120A 120A 70A 708 TOA 68 tZOA 12BA 120A lZ8.0 129A t28A 120A 120.0 t20A IZBA IZOA LEOA IZ9A 119.7 78A 70A 70A 70.9 7z Iz9A lzo.o IzoA 120.a ueA tzeA 1xeA tzaA 120A 1x0A 116.7 uab 7oA TaA TOA 79A 7oA 76 120.0 12eA ta9.a laoA 120A lao.9 120A t2BA 11s.7 1i13 lo7b lois 70A 70.0 7oA 70.8 ao 7DA 7BA 7oA 79A 7DA 79A 79A 7DA 79A TOA '/oA 79.9 7DA 70.0 7oA � sa 7oA 7oA 79A TOA 79A 7OA 7oA 70A 79A 7oA TDA 7BA 70A 7BA 8A 70A 79A 78.0 7oA 70A 70A 70A 70A 70A 79A 70A 70A 79.0 - 92 7BA 79A 70A 70A 70A 70A 90A 70A 70A 79A 79A 672 96 70A 78A 79.9 7OA 70A 7BA 70A 70A 69A 683 b22 $ BS TWIN/TRIPLE HORIZONTAL MULLION OPENING SIZE� -- -- MULL LENGTHS=�I G TWIN TRIPLE HORIZONTAL MULLION HORIZONTAL MULLION L °z 3 q w d z L- i� - MULL LENGTH --I T [---MULL LENGTH - +I E F TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION b t9 L L OPENING SIZE ----4 -+; OPEJNINGSIZEIf C D TWIN TRIPLE VERTICAL MULLION 7- VERTICAL MULLION LUCAS A TURNER FL P.E. 68201 01616#40ON . OREW o IImo�/1� ,`��G4�•\.�C NSt.'•.•'Q.yii� =:WII4DOiN5&DOORS �-• No 58201 s13 1900 SW 44TH AVE. * . t OCALA, FLORIDA 34474 ANCHOR SCHEDULE, 4' MULL BAR, NON -INTERSECTED STATE OF .4/F�tE5: RA NO: FE OPENINGSIZE--4 -4 OPENING SIZE �- O 'PVC MULL BAR ADE12THE INFORMATION CONTAINEDR N THIS DRA PROPERTY OAF ATOM ��iF�p� O R�� G��,ODELC WINDOW SYSTEMS, INC. ANY REMOOucrroN IN PART OR AS A WHOLE WITHOUT THE •'1 , I �4"ALUM. MULL NTS37WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROM MrrEO. �ig+aqNAiu�``�` : 3 OF 1O Pressure Chart. PSF, for Non-Odersected Ont PVC 4" 1+1758, with 15?1 clip us61g �a (4) #10 aclasis or 3118' f1W apeore per each erui of mupfal OPIINHVG912aR 39 45 SI 57 63 69 7S 3/8 81 87 93 99 107 3/8 114 120 I% 132 138 463/4 iZOA 120A iZOA 129A 12DA 120A I20A 120A 1208 IZBA lEOA IEOA lEOA 120A 128A 120A IzOA IZ9A 531!8 120A IEO.O 1ZOA 1ZOA 120A 1ZOA 118.6 115.1 1123 1103 109.1 108.6 198b 108.6 108.6 1�.6 108.8 108.6 57 120A 1Z9A 1Z8A 129A 1179 t11.7 106s lOZ.9 999 97b 968 94.6 943 943 943 943 943 � 120A 120A 119.6 1103 1029 97.1 9Z.1 888 113A BZ9 809 78.9 779 7?A 772 7DA 70A 8 120A 1288 1888 100.0 93.1 878 82.7 792 762 73b 71b 693 68.1 672 66.6 663 663 663 72 1208 112.1 IOTA 93.1 868 81.1 76s 73.1 79.1 69b 6SS 632 618 b08 60.0 893 892 76 118.6 1052 93.9 87.1 80.7 75.6 71.1 679 649 bZS 68.4 58.1 56.6 SSS 54.7 54A 89 70A 70.0 7DA 78A 9A 70A 668 633 693 58.1 56.0 53.7 $22 31.1 801 �., 84 7DA 7DA 70A 70A 70A 663 6ZA 893 S6b 54.2 52.2 499 48.4 473 88 70A 78A 70.8 7BA 673 628 SBS SS8 832 809 489 46.7 432 - 92 70A 70A 70A 69.1 638 49.4 SSb 52.7 50.1 479 46A 438 - 96 70A 70A 70.0 638 b8b S6A $2.7 499 47A 483 43A 413 Des Pressure Chart, PSF, for tin-IMslsected Mp�l PVC 4' 1A16Uon H•1758, wtth 9787 cops usbig sbl (8) #10 scrUJI ews or 3118° ITVU T per each ended mupba OPH08vG817� J9 45 51 57 63 69 753/8 81 87 93 99 1073/8 t14 t20 t26 132 1J8 1453/8 483!4 120A 120A 120.0 128A 128A 1ZBA t20A 120A 12BA 120.8 12BA 120.0 1ZOA 120A lZBA 120A 129.0 128A 531!8 128.0 120.0 IZBA 120.0 120A tZOA 120A iZ0.0 120A IZOA Iz9A 120A 1Z8A 129A I20A 128A 120A 120A � s7 uoA 1zeA 128A Iz9A taeA 1zDA 1:eA Izo.e l29A f211A uoA uee 1zeA lzeA ueo IzoA 1zeA 70A � 63 lzoa 1:oA 120A IaOA 120A 1Z8A IaeA tZ9A lxaA 1ZeA uoA u7s 116A 1152 Ila9 70A 76A 7oA 68 1Z8A 12BA iZBA lEBA 12BA la9A 120A 117.9 t13A f89b 1&63 1932 1013 l09A 70A 79A 79A 70A 78 120A 129A t20A 129A 120A IEBA 1139 108.8 1043 190.6 973 94.1 T8A 78A 70A 70A 7DA 76 tEO.D 120A T29A 12DA 12BA 112s 1939 1D1.0 96.7 93A 899 86A 70A 70A 79A 70A 80 70A 78A 7BA 70A 90A 7DA 70A 70A 70A 70A 79A 70A 70A 70A 70.0 _ � Aa 79A 79.0 7oA TO.e TBA 70A 70A 79A 70A 7e.D 76A 7BA TOA TBA - - 86 70A 70A 78A 78A 78.0 70A 70A 70A 70A 70A T8A 698 673 92 70A 70A 70.0 ?0A 78A 70A 78A 70A 70A 7DA 683 682 96 78A 70A 70.8 79A 70A 70A 70A 70A b9A bS3 622 888 Deal Pressure Chart, PSF, for Noll-Intelaeded Brgract PVC 4° Mu18cn H-1758, w10i 9787 cHpa r� s(x (B #12 screws or 1/4' LRPof Tapcor11 ts aofld concrete sl�atrate )per each erxl d mu8lon OPFNING9� 39 45 51 S7 63 69 753/8 81 87 93 99 107318 114 120 126 132 138 145 3!A 483!4 120A f20A 120.0 129A 12DA 1ZOA l20A 1ZOA 12DA 129.0 120A 120A IZOA IaeA 120A 120A 120A IZBA 53 t/8 120A 129A 120A f2BA 120A 1ZOA I2BA iZOA 120A 120A 1ZBA 120A 1208 120A 120A !FILO 129A 1208 57 1ZOA 120A 128.8 129A 1EOA 120A 1ZOA 120A 120A 128A iZOA 12OA ue.e 12oA 1z9A 1zeA iZBA 708 63 120.9 12BA fZeA 220.0 120A l20A 120A 120.0 120.0 1ZOA 1Z8A 120A IEOA 120A 120A 70A 708 TOA 68 tZOA 12BA 120A lZ8.0 129A t28A 120A 120.0 t20A IZBA IZOA LEOA IZ9A 119.7 78A 70A 70A 70.9 7z Iz9A lzo.o IzoA 120.a ueA tzeA 1xeA tzaA 120A 1x0A 116.7 uab 7oA TaA TOA 79A 7oA 76 120.0 12eA ta9.a laoA 120A lao.9 120A t2BA 11s.7 1i13 lo7b lois 70A 70.0 7oA 70.8 ao 7DA 7BA 7oA 79A 7DA 79A 79A 7DA 79A TOA '/oA 79.9 7DA 70.0 7oA � sa 7oA 7oA 79A TOA 79A 7OA 7oA 70A 79A 7oA TDA 7BA 70A 7BA 8A 70A 79A 78.0 7oA 70A 70A 70A 70A 70A 79A 70A 70A 79.0 - 92 7BA 79A 70A 70A 70A 70A 90A 70A 70A 79A 79A 672 96 70A 78A 79.9 7OA 70A 7BA 70A 70A 69A 683 b22 $ 4f3i 483 z 531, a 57 63 68 72 TWINITRIPLE VERTICAL MULLION HORIZONTAL MULLION z$INGLEI TWIN u7 OR O ___ -- 1TRII�+ LI L I9ELOW1 lam --OPENING SIZE MULL LENC H J f1 FWw PROPR&TARYANDCONFW0Qr1AL 10/2612012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERLY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRH= THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. A. TURNER. FL P.E. 115.1 1 1095 SW 44TH AVE. .A, FLORIDA 34474 ANCHOR SCHEDULE, 4" MULL BAR, INTERSECTED PVC MULL BAR W N ' ADE r 09/27/2012 4" ALUM. MULL scAL : NTS c. NO.: CWS -37 EV. LETTLR; H ET: 4 OF 10 Design Pressure Curt, PSF, t r intersected gnpact PVC 4" Mullion H-1758, with 1767 clips using six 8 #10 screws or 3116° n W Tapcorsi per each end of mullion 39 45 51 57 63 69 753/8 81 OPEKING812E a 87 93 99 110318 114 120 126 132 138 1453/8 37 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42 3/4 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 1103 105.0 48314 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 1185 114.9 109.6 184.7 1003 %.l 915 531/8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1195 108.1 1049 100.0 955 915 873 83.6 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 100.2 97.2 92.7 88.6 84.8 81.4 77.6 63 120.0 1 120.0 120.0 120.0 120.0 120.0 1 120.0 118.7 111A 105.0 ".2 89.9 873 833 79.6 76.2 68 120.0 120.0 120.0 120.0 120A 120.0 116.1 109.0 1023 965 91Z 82.7 8@3 711,6 72 120.0 120.0 120.0 120.0 120.0 1173 108 8 1922 960 4@5 85.6 77.7 75.4 P_[75 3/8 120.0 120.0 120.0 120.0 120A 1113 1033 970 91.2 86A 81.4 73.9 Daslan Pressure Chart. PSF. for Intersected Imoact PVC 4" Mullion H-1759. with 1767 clips uslrm six 161 #12 screws or 1/4" ITW Taocons (solid concrete substrate oNvl oar each and of multion 4f3i 483 z 531, a 57 63 68 72 TWINITRIPLE VERTICAL MULLION HORIZONTAL MULLION z$INGLEI TWIN u7 OR O ___ -- 1TRII�+ LI L I9ELOW1 lam --OPENING SIZE MULL LENC H J f1 FWw PROPR&TARYANDCONFW0Qr1AL 10/2612012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERLY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WRH= THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. A. TURNER. FL P.E. 115.1 1 1095 SW 44TH AVE. .A, FLORIDA 34474 ANCHOR SCHEDULE, 4" MULL BAR, INTERSECTED PVC MULL BAR W N ' ADE r 09/27/2012 4" ALUM. MULL scAL : NTS c. NO.: CWS -37 EV. LETTLR; H ET: 4 OF 10 ITEM NO. PART NO. DESCRIPTION 1 H-1759 MULL,1 3/8'x4", FLAT, PVC 2 S-1898 DRIP ADAPTER 3 5-1896 FLANGE ADAPTER 4 5.6018 MULL COVER 5 F-1522-014 RETROFITMBILLANCHORCLIP 6 F-1522-027 NEW CONSTRJFIN ANCHOR CLIP 7 F-17872 L -ANGLE 4" MULL CLIP, STANDARD (see sheet 5) 8 F -1767-005L L -ANGLE 4" MULL CLOP, FIN, LEFT (see sheet5) 9 F-1767-0058 L -ANGLE 4" MULL CLIP, FIN, RIGHT (see sheet 5) 10 F -1767-007L L -ANGLE 4" MULL CLIP, RETRO FLANGE, LEFT (see sheet 5) 11 F -1767-007R L -ANGLE 4" MULL CLIP, RETRO FLANGE, RIGHT (see sheet 5) 12 RETRO #10 x 1 V2", PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 F -1767-M CAULK 15 #10 OR #12 HEX WASHER HEAD TEK SCREW -(see riots below 16 S-1898 4" HMV- MULLION CLIP, PVC 17 P-5132 MULLBAR CAP 18 #10 HEX WASHER HEAD TEK SCREW 19 #10 FH TEK SCREW -USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 11118° 2 9/2' I rto DRIP ADAPTER S-1895 12'1/4 3 080 FLANGE ADAPTER S -18M ; r 113116"1 71-11(r 4 T .079 PVC MULL COVER -6018 ALL EXTRUSIONS ARE ALUMINUM 6063-T6 L�I II I TOP VIEW �31t2" 18 1 1/1Ga 118° i li I 4' HORIZ. MULLION CLIP S-1888 OUTSIDE Z 3/18" L I�118' F- 471W F-1522 - 027 NEW CONSTRUCTION I FIN INSTALLATION TYP. FIN FRAME 4 V4' .195 .150 1 1318' 1 118" � \ 4' MULLBAR H-1759 BREAK 3i —7118° THRU M?) i I& THRU (TYP) pUTSIDE I r 7116- 511 1 2 3116' 6 LI j-1/" 1- 4718" 7 DETAIL A i PRDPRIETARYANDCONFIDENT" 10/26/2012 THE IWORMATION 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. RETRO CLIP (4-) F-1522-014 WVWOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 FITLE: EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR ERIES: PVC MULL BAR RAWN sY: ADE P 09/2712012 CWS -837 50F10 wr M LILLBAR CLIP "L" MULLSAR CUP FRAMETYPE OPENING (F-1TiP24wo (F -IM -NM NEW NOT RECOMMENDED F -1767-M FLAME RETRO F-1522-014 F-1767-W7(L&R) w __Lp F-1787-002 NEW F-1622-027 F-1767-005(L&R) FIN RETRO F -1522-W F-1787-005(L&R) NEW NOT RECOMMENDED F -1767-M �X RETRO F-1522-014 F-1767-007(L&R) F -1767-M —7118° THRU M?) i I& THRU (TYP) pUTSIDE I r 7116- 511 1 2 3116' 6 LI j-1/" 1- 4718" 7 DETAIL A i PRDPRIETARYANDCONFIDENT" 10/26/2012 THE IWORMATION 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. RETRO CLIP (4-) F-1522-014 WVWOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 FITLE: EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR ERIES: PVC MULL BAR RAWN sY: ADE P 09/2712012 CWS -837 50F10 �e 9 91116' (2X) 31W (2)) __Lp —7118° THRU M?) i I& THRU (TYP) pUTSIDE I r 7116- 511 1 2 3116' 6 LI j-1/" 1- 4718" 7 DETAIL A i PRDPRIETARYANDCONFIDENT" 10/26/2012 THE IWORMATION 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. RETRO CLIP (4-) F-1522-014 WVWOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 FITLE: EXTRUSIONS & BILL OF MATERIALS - 4" MULL BAR ERIES: PVC MULL BAR RAWN sY: ADE P 09/2712012 CWS -837 50F10 S 3' 10 F. 6 7/8" L ANGLE 4• MULL CLIP, RETRO FLG (LEFT) F -1767-007L 7 8 3' 118°� �I�-6 Ire• L 7f18' (TYP)�1l4' (TYP) 3J8• 15/8° 41/4* 12" SIDE 5° QUT L ANGLE 4" MULL CLIP, FIN (LEFT) F-1767-OOSL (WOOD CONSTRUCTION ONLY) 3 F 3" I 11 L 6 7W 4 L ANGLE 4' MULL CLIP, RETRO FLG (RIGHT) F -1767-007R 3° g L ANGLE 4• MULL CUP, FIN (RIGHT) F -1767-005R (WOOD CONSTRUCTION ONLY) PROPRIETARYAND CO FOTENTRL 10/26=12 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. F 3' L 7 E+— —6718' I� 7118' 114' (TYP) 1 9118° (2)► 3 71W i + L 1 4 3N OUTSIDE 27!18• (2X) 27!18° f+-1/7' (2X) L -ANGLE 4' MULL CLIP, STANDARD - F-1767-002 "i" MULLBAR CUP "L" MULLBAR CUP FRAAAE TYPE OPBJII$O (F-1822 )XX) (F -IM -4000 NEW NOT RECOMMENDED F -1767-M FLANGE RETRO F-1522-014 F-1767-007(L8R) or F -1767-M F-1522.027 F-1767-005(L&R) FINNEW RETRO F-1522-027 F-1767-OS(AR) NEW NOT RECOMMENDED F -1767-M BOX RETRO F-1522-014 F-1767-007(L&R) F -1767-M SEAL BEI PRIOR TC SEAL SFJ TO A A HORIZONTAL MULL BAR SECTION €>INDOW 6 --VERTICAL MULL 13AR SECTION 7 FIN FIN rA1HORIZONTAL MULL BAR SECTION FIN FKAJM€WIfffib9v i u r� in�.n�rvu vr�rvuvroro B VERTICAL MULL BAR SECTION 7 z2 PROPRMTARYAND C0IPIDBNTYLL 10/28/2012 THE LWORMATION 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. APPLY SEALANT ALONG K LENGTH OF WINDOW FRA GROOVE PRIOR TO ATTACHI CO\ A VERTICALIHORIZONTAL MULL BAR SECTION 7 APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL LENGTH OF MULLSAR GROOVE LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOR ADAPTOR n ILL 2 n DETAIL A DETAIL B A A TOP VIEW FIN FRAME SEE NOTES 1 & 2 (QTY 1 EA.) 3' HORZ 11/16' MAX. EDGE DIST. MULLION CUP SEE NOTE 1 (SEE NOTE 1) 1,-3" MULLBAR (H-1758) (3 EE SEPARATE APPROVAL FOR 1801119 (SEE NOTE 4) APPROPRIATE DP CHARTS) C 4' HORIZ. TO 3- VERT. MUU-BAR SECTION 6 1 i kWFFRAIAE WINDOW - /—C1 4' HORIZ. TO 4' VERT. MULLSAR SECTION G fir;€ EwINUW - 4.) SECTION A -A SEE NOTES 1 & 2 (OTY 2 EA) 5' MUU..BAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) DIST. m m ' � 11/18" MAX. EDGE DIST. A I j,0 1 SEE NOTE 1 NOTES: 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM #18 AS SHOWN ABOVE. 2. PRE -DRILLED HOLES (THRU HN CUP 1897 OR 1898), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32', 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION ((.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL. 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL. PROPlItST,YANDCON� 10(2812012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPROWCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, 18 OR 19 (SEE NOTE 4) ( C"\ 16' HORIZ. TO 4- VERT. MULLBAR SECTION © R -mm w i118' MIN. EDGE DIST. [Bj INSTALLATION ANCHOR, SEALANT BETWEEN FRAME #10 OR #92 WOOD SCREW AND OPENING BY OTHERS 11/4° MIN. EMBEDMENT [C] (e) 1 BY WOOD BUCK BY OTHERS (A] - e e • e • e a • e — MULL BAR CIDP — �. e A a e CONCRETEIMAS�Y (SEE NOTE 2) — — — — — a, ° BY OTHERS e •,• • ° e. BETWEEN m• p m 'm ' °' n p. m' e i e 9 UC MIN. EMBEDMENTa°. a e a OPENING BY OTHERS CONCRETE/ o • p • p; pd • DR • ,� e p ° • , G MASONRY ° 0 2 BY WOOD BUCK BY OTHERS e - ' e BY OTHERS INSTALLATION ANCHOR, ° . e (Al EXTERIOR FINISH 311W DIA. OR lie DIA. MASONRY e e BY OTNER3 I I I I SCREW 181 e a • _ — — — — — - 1A,e ° A ' e Zt MIN. EDGE DIST. I I I I 1 BY WOOD BUCK e ° + — — — 4' HORIZ — — a a • . a [C] PERIMETER BY OTHERS (A) MULL BAR SEALANT BY I Ir I 1118_ MIN - INSTALLER I I �, I EDGE DIST. [B] 1 BY WOOD BUCK i I SEALANT BETWEEN FRAME PERIMETER SEALANT :g , BY OTHERS AND OPENING BY OTHERS EXTERIOR FINISH BY INSTALLER EX--, FlNISH [A] BY OTHERS BY OTHERS I I I I CONCRETE/MASONRY G H RIZ. M 1L MB SECTION BY OTHERS B MULL SCOW MULL BAR CLIP 4" YERITCAL ) (SEE NOTE 2) MULL BAR JAMB SHOWN, HEAD SIMILAR INSTALLATION ANCHOR, %F 1 HORIZ MILL JAMB SECTION 3116 DW. OR 114° DIA. MASONRY SCREW 8 MULL CLIP (MASONRY) (Bl 4- vERnCAL MULL BAR CLIP MULL BAR % VERTICAL MULL HEAD SECTION SEALANT ALONG — — — — — — — — INSTALLATION ANCHOR, 8 MULL CLIP (MASONRY) OUTSIDE EXPOSED 3N8" DIA. OR 114' DIA. MASONRY SCREW EDGE OF MULL BAR [B] 4' VERTICAL D . D. • :y', -•T up•D°p nD• • °PQO �O ODD• p m •m a • D • • • D m •D • ^ • ^ n P • D • • ep° • D DP PERIMETER SEALANT MULL BAR INSTALLATION ANCHOR, BY INSTALLER 1114' MIN. EMBEDP °D.• °P• D• p• •O•e• D• REFERENCE NOTES: I m�Q D 3198" DIA. OR 114° DIA. MASONRY SCREW D MASONRY I IBI FINISH - D D - ° ` ° D ° D D D VERTICAL MULL ILL SECn N 9 A SEE NOTE 10, BHT 1 MULL BAR CLIP I I I BY OTHER BY OTHERS ' D ° D ° ' o • ° 1114" B SEE NOTE 1, BHT 2 o p ° °, D• o °` D° o • ° D - o D D MIN. EMBEDMENT C SEE NOTE $ SHT 2 SILL STOOL BY OTHERS D o'° D. o p° ° D D° D D PERIMETER { I I I (SEE NOTE 1) CONCRETE/MASONRY D ° D - ° ° D ° ` ° SEALANT BY I I, II I BY OTHERS D ° D D ° D • D D ° D • D D D NOTE INSTALLER I I . ° o D ° D ° D D . o • 0 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE 28/98" II OF MULLED WINDOWS AFTER INSTALLATION FINISH I MIN. EDGE DIST. (81 2 RECESS RETRO FIT CLIP FOR ANCHOR OTHERS SHIN AS REO'D TO MAKE LEVEL INSTALL ANCHORS ANY THREE OF THE H CLEARANCE WHEN INSTALLING WINDOW UNITS IN • •, FOR MULL BAR FIVE HOLES SHOWN ON EITHER SIDE OF MULL BAR. ON ALTERNATE PRECAST SILL DETAIL 0 MULL CUP ( SONRY) TOP VIEW MULL CUP 1787-002 ANCHOR REQUIREMENT ZZ PROPRIETARYAND COWNHUTIAL 10/2812012 THE NFORMATION CONTAMED IN TMS DRAWING 6 THE SOLE PROPERTY OF CUSTOM WIDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRRTEN PERMASSION OF CUSTOM W WOOW SYSTEMS, INC. IS PROHIBITED. 1114' MIN. EMBEDP °D.• °P• D• p• •O•e• D• eD Opp Oo t•. m�Q D D,D D DO A •'D�e D CONCRETE/ MASONRY 118' MIN. EDGE DIST. BY OTHERS [B] �E1 VERTICAL MULL ILL SECn N 9 MULL CLIP (MASONRY) TOP VIEW MULL CUP 1787-002 ANCHOR REQUIREMENT ZZ PROPRIETARYAND COWNHUTIAL 10/2812012 THE NFORMATION CONTAMED IN TMS DRAWING 6 THE SOLE PROPERTY OF CUSTOM WIDOW SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRRTEN PERMASSION OF CUSTOM W WOOW SYSTEMS, INC. IS PROHIBITED. SEALANT BEHIND FIN BY OTHERS WINDOW WRAP - BY OTHERS EXTERIOR FINISH BY OTHER 4• VERTICAL - MULL BAR WINDOW WRAP BY OTHER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND -� FIN BY OTHERS EXTERIOR FINISH -� BY OTHERS SHEATHING BY OTHERS I VERTICAL MULL HEAD SECTION 10 o ,o;Ls' 71V MIN. EDGE DIST. 718' NON. EDGE DIST. [C] - 2 BY WOOD BUCK BY OTHERS [A] I EMBEDME INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [C] 4• VERTICAL MULL BAR MULL BAR CLIP (SEE NOTE 2) INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [Cl 2 BY WOOD BUCK BY OTHERS [A] BY OTHER /�YkRTiCAL MULL BILL SECTION 10 RETRO CLIP/FIN FRAME (WOOD) [C] 1 3/8" (MIN. EMB' DMENT) 2 BY WOOD BY OTHER [A] 7/8° MIN I [DI SHEATHING BY OTHER ZR SEALANT BEHIND FIN BY OTHERS NOTE: INSTALLATION ANCHOR, #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [Cl MULL BAR CLIP (SEE NOTE 2) -4• HORIZ PERIMETER SEALANT MULL BAR BYINSTALLER K RIZ MULL JAMB SECTION 10 L ANGLE CLIP/FIN FRAME (WOOD) 1. RECESS RETRO MULLION CLIP 1/4" FOR CLEARANCE OF WINDOW UNIT WHEN INSTALLED. 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR INSTALLATION. r� PROPIKETARYANDCO yLL 1042812012 THE WFCRMATION CONTAINED IN THIS DRAW NG IS THE SOLE PROPERTY OF CUSTOM W WDOW SYSTEMS, M. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE WRITTEN! PERMWtON OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: A SEE NOTE 10, SHT 1 B SEE NOTE 1, BHT 2 C SEE NOTE 2, SHT 2 TURNER ENGINEERING & CONSULTING, INC. Product Description: PVC 4" Mullion H-1759 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 837 October 26, 2012 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 -837, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3833-1B, -1C, -4,4A, -5,-5A, -6, and -6A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 3) Supplemental Calculations to support CWS -837, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -837. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -837, using clips as shown in CWS -837 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System, Inc. windows, please see individual window unit approvals for applicable design pressures and for more details 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. $*�tyillisli"'AA# ; E Vv �#., Lucas Tumer ,`�; •'�� '�.�''��2012-10-26 11:30-04:00 No 552t]9 z� 10/26/2012 ~'®O STATE OF %.,� �,�,�+.�► Lucas A. Turner, P.E. ~'►,►`, •�:. R �:''ep,'4!` FL PE #58201 MIAMt� MIAMI-RADE COUNTY, FLORIDA a 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) lAmidade.eovlearal Labrador & Fundora Corp dba V & V Windows 23§5 W 4t° Avenue iidiileah,. 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 Code, including the jEd Velocity Hurricane Zone. DESCRIPTION: Series "300" Outswinit 8'0" Glad Aluminum Entrance Door - L.M. I. APPROVAL DOCUMENT: Drawing No. W10 -M, titled "Series Aluminum Out -Swing Entrance Door (L.M.I.)", sheets I through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepare by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., baring 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: Let ge and small Mimile Impact Resistant. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturers 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 affceting 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 MiamiDade 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 No.10-0406.04 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submittal documentation was reviewed by Jaime D. Gascon, P. E. NOA No.124113.02 Expiration Date: September 01, 2015 5.�Oj,j?✓ Approval bate: April 19, 2012 Page 1 lAbrador & Fundora Cora dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS Ill. Manufacturer's.die drawings and sections. (Submitted wider previous NOA No. 10-0406.04) 2. Drawing No. W1048, titled "Series Aluminum Out -Swing Entrance Door (L'.M.I:)", sheets 1 through 12 of 12, dated 02./24/10 with revision "C" dated 11/22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS r 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, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF--0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., ' Henry Hattem, P. K and -Edmunds J.-Largaespada; P. E. (Submitted under previous NOA No. 10-0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated March 18, 2010, prepared by Al Fazooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 1"406.04) 2. Statement letter of conformance and compliance with the FBC-2010, prepared by Al Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E1300-04 r. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/2011, expiring on 12/11/2016. e Jaime D. Gascony P. E. Product Control Section Supervisor NOA No. 12-013.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fnndora Corp dbe V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS .........:...... 1. Statement letter of conformance, no financial interest and compliance with the FBC 2010, prepared by Al Far_ooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by Al Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Submitded under previous NOA No. 10-0406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10--0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-0403.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E.1 Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundom Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. Jaime D. Gas P. E. Produet Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 E-2 Approval Date: April 19, 2012 HEAT STREN'D CLASS PVS BY 'DUPONr HEAT STREWD CLASS SBlCONE 2 t1 // GLASS TYPE 'A' 5/18" OMSPALL IAM. CLASS r HEAT STREWD CLASS INTIMAYER ,4W BUTA m PVS 13Y 'DUPONT' r3/t8" HEAT STREWD GLAZINGAT SmmmZTRmm DETAIL O S <gg¢�gg Timm DOORS ARE RAIED FOR LARGE & SMALL mm war SHUTS ARE NOT REQUIRED. a �t IT. ara ALUMINUM OUTSMG ENTRANCE DOOR SINGLE (XI AND DOUBLE 000 LEAF RS W 0 TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET S. LOWER VALUES FROM SDEUTE CAPACITY CHART OR DOOR CAPACITY WILL 4 -V r` > # APPLY TO ENTIRE SYSTEM. i3 DOORS APPROVED FOR INSTALLATKIMS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE Iii CODE 2010 EDITION INCLUDING E LRI ONE (HWIZ) SS WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE SIN I S I 8 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS $ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL o A LOAD U RATION fl ASE IS USED IN OEM OF ANCHORS INFO WOOD ONLY. 6 MATERIALS Bm1 1 BUT NOT Lwm 70smsAwmSCREWS, THAT COME KID < m o CONTACT WITH OTHER DLSSNBLAR MATERIALS MEET THE REQUIRIMOM 0 OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. itl dva FLU FqODUCrRBVISlo 'OmwttliFLe n -*—No .D " y $ I I W10-08 sheet 1 of 12 39 5/8" MAX. 78' MA FRAME WIDTH FRAME WFH 12• 1AX Z s W MAX s' Sao/ p a SILL 'LL F NEAD ANCHORS AT SBE EN °• r �I(4) AT $• O.C. � C it \ u t \ „ / D \ ii ii \\ i ii v \ i // fig• i gO ACTIVE ACtNE INACM 4 SURFACE APPLIED B SWAGE APPLIED B ' FALSE DECORATIVE 3 OR-//FALSE ltU1ViDLS OR DEC�TBE GRLL USED 28 3/4• MAX. m OECORATW GRIL 26 3/4- MAX. 28 3/4• MAX. IP D.L Ott. MAY BE USED D L OPO D.L OPG . L I fillo 38 314" Mme• 38 3/4- MAX. O LEAF W UM LEAF wum (X) (XX) DOOM LOAD CAPACI?Y - PSP sngm Doom trtTBOUT 7RAiNSOX (% GiAM TYPS MAW TYPE NOTE: D0� A• 's' GLASS CAPACITIES ON THIS SHEET ARE R FRAME FRAME EXr.(+) Wr.(-) EXr.(+) am (-) BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION ��• ee• 700 e0A 70A 800 DECLARATORY STATEMENT DCA05-DEC-219 i 88.3 78.8 1�1 • }a,, m u • � T CAA " cod* g _ `� it 70 o l ti©11 m nooses roan cAPac>:Ttr —PSP Dot1� nao� tYPP$DiPP TRAtN$OM of tYPs cLasa TYPR W@itl HE�ktr EM.(+) INT-(-) EXT:(+) BdT.(-) 78' 70.0 80.0 7p.0 1�A 88.3 78.8 88.3 7b.8 3/8" MAK Pr MAX. 0 1 wlDrwFRASE wur" Z qp $ 71 5/le 0 0.1- OPG. t2" D.L OPD.MAIL r 12„ 8" MAX. 8" MAX HEAD ALUM REIN. F snaCORNERS CORNERS F SILL MOM Soo �) ANWORS DO V M ops � � H � ' DOUBLE DOORS if it VI I AOM 1 \ � m i ES 98 ACIWE > DACE APPLIED B SURFm APPLIED FOEDOAdWE 5U 28 3/4" MAX. FWomTW ORU 28 3/4° !WL 28 3/4" MAX. MAY USED D L MAY BE t>�D 6.4 OPO. D.L DPD gig 38 3/4' MAX 38 3/4" MAX NOTE. + LE, Y�rrl GLASS CAPACITIES ON THIS SHEET ARE {OLX) (O/XX) BASED ON ASTM Et 300-04 (3 SEC. GUSTS) 8 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ` m DOORS LOAD CAPACYI7 - PSP DOUBLE DOORS UITR TRANSOM (O/XX) o DOOR 08IS. GLASS TYPE CLAW TYPE Dw 1 .a .PIA: - gw g EXT.(+) ort.(-) FIRWE FRAME EX 40 oa.(-) cwR e > RB M�l 70.0 ZD.O 70.0 8a0 88.3 789 88.3 No 789 tipltAcooptoo S dTawtrtg rro. D dal not rra�"1 W10-08 s�,�t oft 2 DOORS LOAD CAPACPPY - PSF BDNGLE DOORS R!'PS TRANSOM {O/I 6LA6'8 TYPE 6iA88 TYPE DOOR ONS. A� 'B' PRpME PRA11E 6if.(-) E7ff-(+) 'NT(-) wrorll 111' 37 -BIW ��, Tao 80.o Tao 8OA 88.3 78.8 88J 7S9 �-8/8" las' �V SINGLE ARAtAE 11�rH (a q, OF 31 3/8' q 3 12" {ATT M1AX. D.L. Opo. J Tw -- A SOL 1 H 1! 11 It / ii i \ �� 11` It I p d GI 1 -- �/ 11 II 1 12 BfD 11 11 \ 1 / 09- 1 T r-l� 0 - ACTIVE 1 eaACINE 1 � � i+S •• DACE aPr+uEo B j>� l' Fpm DECORAGRBL IL SB7fi1rE WOifH DOOR WIDTH IAHY m LIM D.. OPO. 1) OPQ O SIDELOKvL E WIDTH 38 3/4' IATA. l� AS MPER CHART SEE AT LEFT LEAF We>rH NOTE: (OXXO) FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART $ WILL APPLY TO ENTIRE SYSTEM. S 0<mn II:iwRK P9 DAH D e e CNB. 11 Cab 12 -Oa NOTE: GLASS CAPACITIES ON THIS SHEET ARE No BASED ON ASTM E1300-04 (3 SEC. GUSTS) droaing no. AND FLORIDA BUILDING COMMISSION O 1 W10 -O8 DECLARATORY STATEMENT DCA05-DEC-218 sheet 4 oI12 DSBIarT LOAD cAeecArY - esa sBlarrEs sena � oa1eLE LEAF ODORS WR}WIJT TRAN�1 � r4Ps •a' alesre ryes •e' $IDELIY� 8IDsf11'6 &1DffidrS 8ID8ISTB WIDTH F&IO1P1 6/0 R8114F. 8J ATJDA RBINB W/0 B�ffiLaF. ®/ AIAIR 111HNF. BB2iE5 oxHEs Exr.(+> wrd-) oRd*> o�rl-) ncr.{+) o1r{-) Exrd+) ear -) 24 70.0 BDA 70.0 BOA 70A 80A 70.0 EmA 28 70.0 80.0 70.0 80A 7a0 BOA 70A 80A 32 BO 70A 80.0 70A 80A 70A 80A 70A 80.0 3B 70A BOA Tao Bo.O 70.0 eoo 70.0 80.0 4O 70A 80.0 70A BOA 70.0 80.0 70A 80.0 24 70.0 80A 70.0 BOA 70.0 BOA 70A 80A 28 70A 80A 70A 80A 70.0 �.0 70.0 80A 32 84 70.0 �A 70A 80If to . � 40 0 70.0 80.0 70A BOA 70.0 Bao Tao �.0 7oA eoA 7oA Bao TOA 80A 7QA 80.0 70A 8RO 70.0 Bao 24 28 32 SB 40 BO 70A BOA 70A BOA 70A BOA TOA 80.0 T0.0 80.0 76.0 80.0 70A 80.0 70.0 80.0 70A 80.0 70A 80.0 70.0 BOA 70A BOA 70A 80.0 70.0 80.0 70A 8a0 70A 80.0 70A 80.0 70.0 BOA 70.0 80.0 70A 80.0 as zB 32 38 � Tao 7B.9 70.o eao 70A Tae 70.0 �.o 70.8 71.2 7oA eoA 70.0 71R 7oA �0 87.4 87A 70.0 Bao 87.4 87.4 70.0 !�A 84.1 84.t 70A 78.8 84.1 84.1 70A BOA las' �V SINGLE ARAtAE 11�rH (a q, OF 31 3/8' q 3 12" {ATT M1AX. D.L. Opo. J Tw -- A SOL 1 H 1! 11 It / ii i \ �� 11` It I p d GI 1 -- �/ 11 II 1 12 BfD 11 11 \ 1 / 09- 1 T r-l� 0 - ACTIVE 1 eaACINE 1 � � i+S •• DACE aPr+uEo B j>� l' Fpm DECORAGRBL IL SB7fi1rE WOifH DOOR WIDTH IAHY m LIM D.. OPO. 1) OPQ O SIDELOKvL E WIDTH 38 3/4' IATA. l� AS MPER CHART SEE AT LEFT LEAF We>rH NOTE: (OXXO) FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART $ WILL APPLY TO ENTIRE SYSTEM. S 0<mn II:iwRK P9 DAH D e e CNB. 11 Cab 12 -Oa NOTE: GLASS CAPACITIES ON THIS SHEET ARE No BASED ON ASTM E1300-04 (3 SEC. GUSTS) droaing no. AND FLORIDA BUILDING COMMISSION O 1 W10 -O8 DECLARATORY STATEMENT DCA05-DEC-218 sheet 4 oI12 DSBIarT LOAD cAeecArY - esa sBlarrEs sena � oa1eLE LEAF ODORS WR}WIJT TRAN�1 � r4Ps •a' alesre ryes •e' $IDELIY� 8IDsf11'6 &1DffidrS 8ID8ISTB WIDTH F&IO1P1 6/0 R8114F. 8J ATJDA RBINB W/0 B�ffiLaF. ®/ AIAIR 111HNF. BB2iE5 oxHEs Exr.(+> wrd-) oRd*> o�rl-) ncr.{+) o1r{-) Exrd+) ear -) 24 70.0 BDA 70.0 BOA 70A 80A 70.0 EmA 28 70.0 80.0 70.0 80A 7a0 BOA 70A 80A 32 BO 70A 80.0 70A 80A 70A 80A 70A 80.0 3B 70A BOA Tao Bo.O 70.0 eoo 70.0 80.0 4O 70A 80.0 70A BOA 70.0 80.0 70A 80.0 24 70.0 80A 70.0 BOA 70.0 BOA 70A 80A 28 70A 80A 70A 80A 70.0 �.0 70.0 80A 32 84 70.0 �A 70A 80If to . DOM MWO� ( FRAME MASS CLUSTER to FOR p AL1ATIONS8� 31 3/8CHORS' 71 8/18° 31 3/8' d AND THRU VIM BUCKS ONLY -.,DL. OPO. D.L. OFO. O.L. OPO. ZO SIDEUTE FRAME CLUSTER OF (B) FOR FOR ALL OTHER INGIALtAIIONs a �r - -1]ALUM REE. 3° MAx. iRt 77 1TYP. F S - FT �� 1 j 1 1 i !1 ==�k=c=e❑ - 1 Itit I n u u 1 It it STEL ii \ IiitiiT' I / 91 > R3 CHANNEL 1 t •;ACTIVE I BRAOTIVE ``A - -i' n I SWELITE m LDOOR W9M FALSE MUNIMS OR - J Q AMM BE GRILL 26 3/4' MAX. 28 3/4° MHX. () � R O.L. OPG. D L OPO. -�AY SILL SrEEL REW.Y 36 3/4' MAX. NOTE: USE AS PER CHART LEAF WWTH FOR DOORS CAPACITIES SEE SHEET 3. o t FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELTTE CHART 6 z WILL APPLY TO ENTIRE SYSTEM. a < m _o tj g FRA 678582. p g �" B with me Flarms GLASS CAPACITIES ON THIS SHEET ARE t2 -fl 3.O BASED ON ASTM E1300--04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAM-DEC-218 mtraR wl0-08 . � sheet 9112 D]�ION LOAD CAPACITY - P8F res W/ SINGLE � oarBRE IeAF W/ tiLASB TYPE 'A' TYPE 'H' 8m13LiT8 8ID$LCPE W411H FR3I8HT fl/ $T7.. RRITINNB. / 8'fb. $L"INB za 7oA 80A TOA eoo a8 70.0 BOA 70A 80A 32 98 70A 80.0 70.0 BOA 38 70A 80A 70A 80.0 40 70A 80.0 70.0 80A 24 79A BDA 90.0 80.0 2s 7oA eaA Toa BOA � 162 7a.0BDA 70.0 �.0 18 70A 8DA 70.0 l3.0 40 70.0 80A 70.0 80.0 24 70A �.0 70.0 80A 28 TOA B0.0 T0.0 80.D 32 ios 70A Bao 79.0 eao 3B TOA Bao Tao 60.0 ao TOA e6.o Tao Bao 2a 7a.O �.0 79.o eaa � 194 70it .0 80.0 70.0 t3.0 32 70.0 86.0 70A 89.0 $8 70A 77.4 70.0 77.4 24 70A 73.8 76.0 73.8 28 7'9! 70A 70.1 70 4. . 32 38 0 70.7 88.8 88.8 889 889 83.8 83.9 83.9 83.9 DOM MWO� ( FRAME MASS CLUSTER to FOR p AL1ATIONS8� 31 3/8CHORS' 71 8/18° 31 3/8' d AND THRU VIM BUCKS ONLY -.,DL. OPO. D.L. OFO. O.L. OPO. ZO SIDEUTE FRAME CLUSTER OF (B) FOR FOR ALL OTHER INGIALtAIIONs a �r - -1]ALUM REE. 3° MAx. iRt 77 1TYP. F S - FT �� 1 j 1 1 i !1 ==�k=c=e❑ - 1 Itit I n u u 1 It it STEL ii \ IiitiiT' I / 91 > R3 CHANNEL 1 t •;ACTIVE I BRAOTIVE ``A - -i' n I SWELITE m LDOOR W9M FALSE MUNIMS OR - J Q AMM BE GRILL 26 3/4' MAX. 28 3/4° MHX. () � R O.L. OPG. D L OPO. -�AY SILL SrEEL REW.Y 36 3/4' MAX. NOTE: USE AS PER CHART LEAF WWTH FOR DOORS CAPACITIES SEE SHEET 3. o t FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELTTE CHART 6 z WILL APPLY TO ENTIRE SYSTEM. a < m _o tj g FRA 678582. p g �" B with me Flarms GLASS CAPACITIES ON THIS SHEET ARE t2 -fl 3.O BASED ON ASTM E1300--04 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAM-DEC-218 mtraR wl0-08 . � sheet 9112 D]�ION LOAD CAPACITY - P8F res W/ SINGLE � oarBRE IeAF W/ tiLASB TYPE 'A' TYPE 'H' 8m13LiT8 8ID$LCPE W411H FR3I8HT fl/ $T7.. RRITINNB. / 8'fb. $L"INB za 7oA 80A TOA eoo a8 70.0 BOA 70A 80A 32 98 70A 80.0 70.0 BOA 38 70A 80A 70A 80.0 40 70A 80.0 70.0 80A 24 79A BDA 90.0 80.0 2s 7oA eaA Toa BOA � 162 7a.0BDA 70.0 �.0 18 70A 8DA 70.0 l3.0 40 70.0 80A 70.0 80.0 24 70A �.0 70.0 80A 28 TOA B0.0 T0.0 80.D 32 ios 70A Bao 79.0 eao 3B TOA Bao Tao 60.0 ao TOA e6.o Tao Bao 2a 7a.O �.0 79.o eaa � 194 70it .0 80.0 70.0 t3.0 32 70.0 86.0 70A 89.0 $8 70A 77.4 70.0 77.4 24 70A 73.8 76.0 73.8 28 7'9! 70A 70.1 70 4. . RtClf Ira TYPU:M. ANCHORS SEE ELEVATIONS FOR SPACM E WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELly. FoR sPA1:M0 1/4- DIA. TAP= BY 'nW OR (Fum120 NSE. Fyo02 KSE) 114- l IA. ULTRACON 6Y (Fw177 Imo. "158 KSn INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8- MIN. PENETRATION INTO WOOD THRU tBY 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 A14 SMS OR SFC DRUM RENS (MM 2 CM) INTO MIAMI—DADS COUNTY APPROVED MULUONS (MIN. 1 INTO META. 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 UWAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - i" MIN. INTO METAL STRUCTURE - 3/4- MIN. C-90 HOLLOW/FILLED 9LOCK AT JAM fm m 2OW PSI RUN. .0907 SWALUM FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. 3/18" X 3/4- WEEP SLOTS AT 3- FROM EACH END M a P ga DOOR DETAILS 0 k=RBBVMW $ *imwmdwFbdh I�1No !)3ze /5 drawing no. 1/4' MAX(a SKM © o „4- MAX NEW SHIM • Z S k: 1! ¢q 111 n TYPICAL AiiaOes SEE EM. tl FOR SPAC810 ® TYPICAL '� . EY `d' FOR WAtXN<i 4 dl W EXTERIOR gi 1 17 17 8 D..0. 7 LEAF VRDTFI FRAME WDTH p 1,4' MAXMAX. 20Y WOW Aft OR 4, TYPICAL ANCHORS. SEE ELEV. .. . FOR SPACM . . • .e • .t 18 t 7 8 TYPICAL ANCHORS SEE ELEV. B$$ 171 FOR SPACM LEAF Woo FPAME WIDTH EXTERIOR -�# 6 11 m v 1 own dwo w" o 8 t7A8®2PwDucrpzvnw , owmftcoda d O/C drawing no. DOOR DETAILS �� W10-08 sheet 7 of 12 Z O8 Fin ma Noswu $0-06M ou Bul—P 910 a Q vu "�� 0 :SU3 y 9 Q P Q� 3i4V✓U t •OtttAUlt ==W5W5 VNWd t WA ATG MS 'd > swHow w-,wu 9t rLA .•o I i -i- 6 r r ox m > t------- - -� C( _ O d of M s Es .sI �R p SSg� Q Ot A t O tz ONOWS HOU SNOMM MS 7YPWL ANCHORS SEE ELEVA79M FOR SPACNO o #10 X 3�4" FH TEKS 21 AT 10 FRDM ENDSn 1 AND 24" O.C. MAX e� $ 10 a 0 ,D "opm 01. OPO. O DOORS W/O MVXSOM CAN BE 1/4" MAX-, 10 X 3 4" FH TEKS m OR BOUT ALUM REINFO�IO • R / W/ TRMIS'OIA ARE C S(Efd. RENF. ONLY �A • ' �"� A7 10 FROM ENDS IV SEE SF4E�TS 4 APID 8 FOR CA1PAoilY AND 24" O.C. MAX. y l o n a, t; Ulu 1 IYPMAL ANCHOI d MR SSPACCM JL • 1 D L OPO. D.LO. 4 LEAF WIDTH x FRAME WIDTH II f0 4 asm: 21 � N C.A.FM N. 'R0DiTCCRBVISM g 0 ja, ��j 921 h ' vp. " /J` drawing no MCC ANCHORS SEE MATOG FOR Ai SIDELITE DETAIIS ow" W10 -08 t s a ACME �� DPDON i1: 3 POINT LOC( ASSEMBLY BY 'SULLIVAN AND ASSOC,' 7/18' X 3' THS BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD ARID SRL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT I12-3/4- FROM BOTTOM LOCK HANDLE AT 49-1/2' FROM BOTTOM OPTION #2. - CONVENTIONAL. DOOR LOCKSEr WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 48" FROM BOTTXd JMACTJ� LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ONGWING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON BNSIDE FACE OF LEAF STILE LOCATED AT 10-3/4- FROM TOP ANO BOTTOM LOCK FASTENED T) ME WITH (2) 38-32 X 1/2- FTN MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WAREINKL 4-3/4• BALL WARM HINGES 3 PER LEAF BOTTOM HALE AT 8-3/8- FROM BOTTOM RAR TOP HINGE AT 11' FROM TOP RAH. CENTER HINGE AT MDSPAN HINGES FASrENED WITH /12-24 X 1/2' FIN MS OPITOM 7-13/16' TREE PIECE HINBES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL TIP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT SAN TINGES FASTENED WITH #10-24 X 1/2- FTN MS mm B PAST 8 D) N MATSBIAL MANE./BUPPIdBB/lt> 1 V801 FRAME 164D/JAMB 8093-T8 2 V302FRAM SRL 6093-T8 - 3 V803SILL COVER Cl/LEAF 6063-76 - 4 MW SIDQJTE SLOE 606,1' T8 - 8 vm TOP AND BOTTOM RAR 6063-T9 - 6 VSOB H NSE SITE 6063-T8 7 vw 1/ LEAF I LOC( AND ASTRAGAL STILE 9063-T8 8 V813 AS REOD. INACOVE ASIRWAL STILE 6083-16 9 V808 2/ LEAF SWEEP ADAPTER 6063-T8 - 10 V509 AS READ. SIDELRE ADAPTER 6o83 -T8 - 11 V811 AS RM. GLAZING SEAD - 8/18- MASS 6083 -TG, - 11A V317 AS RE(M. GLAZING, NO - 7/18" OLABS 60113--78 - . 12 V512 AS REQ. REINFORCING STIFFENER 608.7 -TG, - 12A - AS RErA RJB CNANNEL STEEL 36 KE 13 2/ LEAF 3/e- THREADED, ROD STEEL 14 - - 18 V814 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6083-79 1-1/2' X 1-1/2- X 3/18' 18 17 3/ LEAF BALL GEARING HIKE ASSEMBLY - 17A 3/ LEAF 3 PMOE HINGE ASSEMBLY 18 - - - - - 19 AS REDD. FIN BEAL PRE WEATHERVIRIPPING 20 V618 AS REQ. BULB WIZATHERSTRIPPING SANTOPREINE GUImmEm 6018 21 08 x 1/2- As REM. GLAZING ADAPTER SCUM sr. STEEL PH Tim AT 2- FROM EROS & 8" oc MAX. 22 #10 X 2- AS REED. FRAME ASSER6LT SCREWS Sr STEEL PH SMS 23 AS REDO. SIDE UTE ADAPTOR SCION ST. STEEL - 24$8-32 X 1/2' 2/ ANGLE GLI�PORr ARIKR.E SCREWS 8T. STEEL FH 16 26 AS REOD. BUMPER SPACER SUODNE SEALANTS' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH FTI SILICONE LL 8 amwing 110. w10—o8 4A00 078 4.888 c TP. 1.800 .084 v .826 0 0 0 2.125 1.750E J, A75 IYP. 0 2A18 4.000 I11 0 � III o 0 � LL y� 4-3/4" ° ° t FRAME HEAD/JAMB a HINGE STILE ° 2' 0 ° 12-24 X 1/2' FH MS jg,1.750 W @►� 5.313 078 7YP. tis At0-24 1/2• FH MS IX M 23 23 17 17 E .826 4.000 984 1.780 3 PIECE HINGE BALL BEARING HINGE A78 3lf� 4'6MM8 1.210 1 .828-W 8 INACTIVE ASTRAGAL STILE 125 IYP. 3.832 3.782 g g s TOP & BOTTOM RAIL COW 12 1Aoo�5 tT 4• aM �> sL ° .enomS 1.750 W8 lim i1P. oea [17D 80 Sas I 5.313 I 1.608 7 LOCK/ASTRAGAL STILE 2.200 2.281 9 SWEEP ADAPTER 3.720 1.134 .b. .062 .485 Ell TYP. 9.010 4.178 1 STIFFENERS 1.184 078 7w. SW d 11 3 SILL COVER .718 045 6 .. 0 ° 2.163 1578 t t 840 .sot 4 SIDELITE STILE GLAZING BEAD - 7/16" GLASS pos taus e 1.133 A3 7t- r .�X-drmv" .814 .488 050 F cA w PE 3438 PRODUCE itBVffiBD �ao�dyiogw8121.t4e•NV1o1i80 3./ 1� COW ,313 eos no. 1 0-08 z FRAME SILL 10 SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS MBYteitst DaftW sheet 11 of 12 s SM13 Florida Building Code Online n Uf i� L4�I�f 4 Qui SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Pubneatkins I FSC Staff I SCIS Site Map I Unks I Searcy I Busines�� Professi real � �i°OtA�"al ISR: PubUe User Regulation Product Approval R1enu > Product or AODlication Search > Aoolication List > Application Dates �q FL # FL15210-113 Application Type Editorial Change Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Errall 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 riclevOrwbldgconsultants.com Authorized Signature Vivian Wright ricktvOrwblogconsultants.com Technical Representative Scott Johnson Address/Phone/Emall 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext IS scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Emall 5200 W Century Ovd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconneli@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. Wng, P.E. Validation Checldist - Hardcopy Received Certificate of Independence FL15210 R3 COI Certificate Of Independence odf Referenced Standard and Year (of Standard) Standaid Year ASTM D1929 3996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect GI 1 C71n uZ P—h, of CTd NrIAOIC —If htlps:1AAM .ffcddabullding•org/Pr/pr app _o wGMQMDq%*N IQRCFPguSgbC9p&Cziu07RAX4H%Z)Sdpo/OMZ%eQ%3d%3d 114 ' M13 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved SurnmaN of Products Florida Building Code Online Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 15210.2 I b. Smooth/Wood Graln/WhIte Wood 611 "Impact" Opaque Fiberglass Shngle Door with Sldellte or Crain/Rustic/Mahogany Series O Sidelltes - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Umict of use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.2.0f 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 15210.2 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.2.ndf additional use Ihritations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood I 6'8 "Impact" Opaque Fiberglass Double Door with or without Gain/Rustic/Mahogany Series O Sidefttes - Inswing/Outswhng ()X; OXXO - Configurations) Fiberglass Door limits of use Installation Instructions Approved for use in HVHZ. Yes FL15210 R3 II INST 15210.3.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others See INST 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.3,pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" dazed Fiberglass Single Door - Inswing/Outswing (X - GahURustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZr Yes FL15210 R3 II INST 15210.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resb tanti Yes Created by Independent Third Party: Yes Design Pressures NIA Evaluation Reports Other. See INST 15210.4 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.4.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5I e. Smm*h/Wood Grain/White Wood Gratn/Rustic/Mahogany Series O Fiberglass Door Um is of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Rash tantr Yes Design Pressure: N/A Other. See INST 15210.5 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 618 'Impact" dazed Fiberglass Single Door with Sideke or Sidelites - Inswing/Outswing (OX or XO; oxo - Configurations) Installation Instructions FL15210 R3 II INST 15210.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R3 AE FVAL_15210.5.odf Created by Independent Third Party: Yes 115210.6 f. Smooth/Wood Gain/Whtte Wood 611 "Impact" dazed Fiberglass Double Door with or without hapslMrouwfluxidebtdlding.org/pr/pr appdtl.asp�OpmwvmGEVXQWDqKi�AiMZiQRCFPquBgbCgpBdCzluO7RAX4H%2b6m 1o2bZJ1Q%3dyo3d 2/4 FL* Nodel, Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6% °Impact' Opaque Fiberglass Single Door - InswhwOutswing (X Grain/Rustic/Mahogany Series O - Configuration) Fiberglass Door Limits of use Installation Instructions Approved for use in HVHZs Yes FL15210 R3 II INST 15210, i.ndf Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Other. See INST 15210.1 for Design Pressure Ratings, any FL15210 R3 AE EVAL 152 0.1 ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 I b. Smooth/Wood Graln/WhIte Wood 611 "Impact" Opaque Fiberglass Shngle Door with Sldellte or Crain/Rustic/Mahogany Series O Sidelltes - Inswing/Outswing (OX or XO; OXO - Configurations) Fiberglass Door Umict of use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.2.0f 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 15210.2 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.2.ndf additional use Ihritations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood I 6'8 "Impact" Opaque Fiberglass Double Door with or without Gain/Rustic/Mahogany Series O Sidefttes - Inswing/Outswhng ()X; OXXO - Configurations) Fiberglass Door limits of use Installation Instructions Approved for use in HVHZ. Yes FL15210 R3 II INST 15210.3.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Others See INST 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.3,pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" dazed Fiberglass Single Door - Inswing/Outswing (X - GahURustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZr Yes FL15210 R3 II INST 15210.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resb tanti Yes Created by Independent Third Party: Yes Design Pressures NIA Evaluation Reports Other. See INST 15210.4 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.4.odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5I e. Smm*h/Wood Grain/White Wood Gratn/Rustic/Mahogany Series O Fiberglass Door Um is of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Rash tantr Yes Design Pressure: N/A Other. See INST 15210.5 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. 618 'Impact" dazed Fiberglass Single Door with Sideke or Sidelites - Inswing/Outswing (OX or XO; oxo - Configurations) Installation Instructions FL15210 R3 II INST 15210.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R3 AE FVAL_15210.5.odf Created by Independent Third Party: Yes 115210.6 f. Smooth/Wood Gain/Whtte Wood 611 "Impact" dazed Fiberglass Double Door with or without hapslMrouwfluxidebtdlding.org/pr/pr appdtl.asp�OpmwvmGEVXQWDqKi�AiMZiQRCFPquBgbCgpBdCzluO7RAX4H%2b6m 1o2bZJ1Q%3dyo3d 2/4 8/20113 Florida Building Code Online Grain/Rustic/Mahogany Series OI Sldelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Umits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 H INST 15210, 6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resent: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.6 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.6,pot additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Gain/White Wood Grdin/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact* Glazed Fiberglass Single Door - Outswing (X - Configuration) Umits of Use installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II Inst 15210.7.odf 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 Evahratlon Reports Others See INST 15210.7 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210,7.pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Evaluation Reports 15210.8 h. Smooth/Wood Grain/White Wood Grals/Rustic/Mahogany Series 0 Fiberglass Door 8'0 "Impact' Gazed Fiberglass Single Door with Sidellte or Sidelites - Outswing (OX or XO; OXO - Configurations) UMMS of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II Inst 15210.8.rpdf 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 15210.8 for Design Pressure Ratings, any FL15210 R3 AE Eval 15210.8.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. Evaluation Reports 15210.9 I. Smooth/Wood Graln/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 'impact' Glazed Fiberglass Double Door with or without Sldelites - Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 Ii Inst 15210.9,pddf 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 15210.9 for Design Pressure Ratings, env FL15210 R3 AE Eval 15210.9.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. Evaluation Reports 15210.10 J. Smooth/Wood Grain/White Wood 8'0 'Impact' Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use IIrstallation Instructlons Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.10 pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistants Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FLIS210 R3 AE EVAL 15210.10-ndf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k Smooth/Wood Graln/White Wood 8'0 'Impact' Opaque Fiberglass Single Door with Sldelite or Grain/Rustic/Mahogany Series O SldeStes - Outswing (OX or X0; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 II INST 15210,11.pdf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistance Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.11 pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.12 1. Smooth/Wood Grain/White Wood 18'O "Impact' Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sldeltes - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes F1-15210 R3 II INST 15210.12.pdf 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 15210.12 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210 12 pdf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes hOpsJhimwJlorideWIcUrig•org/pr/pr appppo.aspOpmattp%GEVXQvADq%i)7 MZiQRCFPquBgbCgpBdCziu07RAX4H%ZoWk2bZWW/3ff*W 314 M13 Florida Building Code Ordure I particulars. d3a._� ED Contact Us :: 1940 North Munroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJffO employer. Copyright 2007.2010 State. of Florida.:: Privacy Statement :: Acoasslbility Statement:* Refund Statement Under Florida law, email addresses are public records. If you do not vent your a -mall 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 mail. 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 vith an email address If they have one. The einalls provided may be used for official communication afth the licensee. However small addresses are public record. If you do not vfsh to supply a personal address, please provide the Department vtth an email address which ®n be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here_. Product Approval Aoceptar In im Eq 12 ` �!WE htfips://ww .Wdabulld ng.org/pr/pr eW MAsp OWwFwGEVXQWDgv*NKJZiQRCFPquBgbCgpBdC2i 7RAX4M% %ZbZ=%3d%3d 4/4 15210.13 m Smooth/Wood Grain/White Wood 8b "Impact* Opaque Fiberglass Single Door with Surface Botts - Coatn/Rustic/Mahogany Series O Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 II INST 15210.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Reststarrt: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Otiren See INST 15210.13 for Design Pressure Ratings, any FL15210 R3 AF F_VAL 15210.13.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.14 In. Smooth/Wood Grain/White Wood 8'0 "Impact* Opaque Fiberglass Double Door with Surface Bolts on Gain/Rustic/Mahogany Series O Active Door panel - Outswing (XX - Configuration) Fiberglass Door UMRS of Use installation Instructions Approved for use In HVHZ: Yes FL15?10 R3 11 INST 15210.14.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressures N/A Evaluation Reports Othen See INST 15210.14 for Design Pressure Ratings, any FL15210 R3 AE EVAL 1521.0.14.adf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. d3a._� ED Contact Us :: 1940 North Munroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJffO employer. Copyright 2007.2010 State. of Florida.:: Privacy Statement :: Acoasslbility Statement:* Refund Statement Under Florida law, email addresses are public records. If you do not vent your a -mall 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 mail. 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 vith an email address If they have one. The einalls provided may be used for official communication afth the licensee. However small addresses are public record. If you do not vfsh to supply a personal address, please provide the Department vtth an email address which ®n be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here_. Product Approval Aoceptar In im Eq 12 ` �!WE htfips://ww .Wdabulld ng.org/pr/pr eW MAsp OWwFwGEVXQWDgv*NKJZiQRCFPquBgbCgpBdC2i 7RAX4M% %ZbZ=%3d%3d 4/4 plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWiNG "IMPACT GENERAL NOTES 1. This product has been evaluated and is In compliance with the 2010 Rorida kAding Code (FBQ structuml requirements including the WO velocity Hurricane Zone (HVIQ. 2 Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wag dressing or stucco. 3. When used In the "HVHr fhis product compiles with Section 1626 of the Florldo Building Code and does not require an impact resistant covering. 4. When used In areas outside of the NVHr requiring wind bome debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level MP and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.124 of the FBC. 5. For 2x stud construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a kensed engineer or registered architect. 7. Oufswing configurations meet water infiltration requirements for IWW. All other configurations do not meet the water Intgiration requirements for the "HVHr and must be Installed only in non4x2 table areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to s8 is fess than 45 degrees. TAKE OFCONIB M oer+. ere a er JK trot FL -15210.1 or 2B le IN s.'. . .;t • % TOP RAIL, e NFERIOR t� CAP jPVC) HINGE SALE (LVL) LATCH STILE (LVL) CAP (PVC) . x r : r �! a 8 1 HORIZONTAL CROSS SECTION '.T. 35.M MAX OA WmD � •R'•"y � MTERQR EXTERIOR S FOAM CORE 2 v 25 TLtli ffi3 1.9 PCF MIN.) •i: KKNOB: SIGNAWBESEBBS �; YWK4L� DEADBOLT: SIGNAMSM ±75 nSCUL: •" y i° DPJIDBOLT. 'TI'SEEB3(NOPM 175 ;'•+ t c X SEE HARDWARE TABLE LEVER: FLU SEI3 SIS ! ' a • . ' . Pa�tex DEADBOM FD7SM 175 lo.T25V MI MIN.THtG► xoPPE MUM POM LOCL 3-POI iTTONM ± 50' a ' SEE HARDWARE TABLE YFSP MIATI-PODRLOCK T7l61>b19000°SERBD ± BOTTOM RAIL z See sheets 5 and 6 for muBi•polnt kmk detoSs. m 2 VERTICAL CROSS SECTION a n 2 2 mm-02/16/12 e ? �Door:Pare N.T.S. — oft BT: JK auc ft LFS 3 man ji;ro FL-15210.1 c a a EMS. c�a p G ., o E3 M !lit �n INTERIOR 8 ° 40 ' :• .��.:.' ,° , °; AKS X ® 3 ro p 8 pd t E EXTERIOR H 27 D 2 1 E °. •° 1-114 MIN. EMB. (TYP.) I a4 B 4 4 4 C 3 HORIIOI rAL CROSS SECWH ii ° s 0.15° 3 Shownw/1Xsub-kwck O.IS B CS C cm e ° PP) PP.) eD ° INTERIOR L ° e , n a° ° e INTERIOR ee. 7 40 , o ° e e n a t ° 58 Ad MRE 02/16/12 °a 9 EXTERIOR EXTERIOR 27 g. smv N.T.S. 9 o E ° btlr6. er: JK m t 2 s HOWONTAL CROSS SKnON ° d Q94 9r Ln ; �1 HORIZOMAL CROSS SECTION ° �� .: a 1-1/4 MIN 3 - 3 ova ->+�9 WM NO5 10.1 1° EMB. frYP.) ado approved c e NI . e d D 8 A C m ! a� C 40 1 2 7 G EXTERIOR NTERIOR 7 1 2 0 EXTERIOR INTERIOR EXTERIOR INTERIOR 2 VERTICAL CRASS SECTION �mw/txatb•buck I�V�TfCAL CROSS SEC'I�N � q approved 8 40 a EXTERIOR INTERIOR E d. d EXTERIOR INTERIOR e < d 30 31 32 33 34 S VERp/CAI, CROSS SECTIAN 40 q mown W1 ADAthreMM 8 36 37 38 z E E d < a ^a d V am- 02/16/12 ° a 3 VERTRCAi CROSS SECflON CROSS SECTION SECTION sm N.T.S. 9 an BY: JK m 4 Ouhwirte confvguratfon 4 W.Mg \VMWM � aec W. RFs 3 ams m FL -15210.1 =° 0 sr -Or Q `" a 0 O LL� 0 2111" 0 IX BUCK H Q 217" � 23 HOPPFAt11Ai LOCKOT ° O e 3-Po6d% 0j 2X BUCdC � IX BUCK H �-j -Ta 1.7° F• ° 2X 0 BUCK $$ Ixwac H 23 0 22 z S1JtJXEJAMB o Z w 02116112 i 0 SrA N.T.S. on W, JK m cm srt LFS 3 w MUtfl•Pa1NiSiR(Kf PiATE iAfiH AAFD DEADBOLTS1 PtAi@ momma+K- d MANUAL RAISED TONGUE GEAR SYSTEM T Ft -15210.1 0 P--; 5 a 9 Q T77 TYP.JAHEADM & BS MASONRY7 OFIRSM 2X BUCK aP W"ANCWMG SAW AM CONCRETE ANCHOR NOTE& 1. Subsiftuflon of equal concrete arx:hm from a different sup Wnwy hove dfferwt edge distance and center distance requirements. 2 Concrete anchorlocaffons at the corners maybe a4tated to aminfain the rnIn. edge dkkr,ce to mortar joints. Concrete anchor locations noted as'MAX ON CENW nx4st be adjusted to maintain the rr*L edge distance to mortarjo/rhs additional concrete anchors may be reautred to ensure tha WAY nN rFN1FP"rffn%wWr --h .. .. ....... ......... ....... ....... 0 X.A W ..... ........................ . ....... ... . ...... ...... ....... ....... . ...... ....... va .... . . ................. ... .......... ....................... . ........... ... ................... . ..... . ....... . ............ . ........ ....... ....... ....... ............................... .. ... ............. . ................ ..... . ..... .. ....... .............................. __ ............... .. . . ? i4. ....... .. . ...... ffw I/or 1.1/4" 2-1/2° r ELCO 1/4, 1-114' 1° C "W 3/16' . .. ...... 1-114* T 2-5/Br 2.1/4 ADA SILL ONLY ve fEWANCHOM mosonrycorldrImIlmn ix 2)( BUCK BUCK BUCK BUCK HbYGE MAIL Inswing ix 2X HIPMOVAIL 0vtPft gin gig '1K "_S JK FtL— 1 70.1 _z7_ "-s SEE HINGE L 2X BUCK DETAIL PP.) G IX BUCK MASONRY TYP. HEAD &JAMBS OPENING RAME 0 2X BUCK ADA SILL ONLY ve fEWANCHOM mosonrycorldrImIlmn ix 2)( BUCK BUCK BUCK BUCK HbYGE MAIL Inswing ix 2X HIPMOVAIL 0vtPft gin gig '1K "_S JK FtL— 1 70.1 _z7_ "-s ori 8/NES"= � � lel or>tswara nr�IlM W..bW t� t� (S8It w tzt 9INSWING TNR , "0 ,o c R � 381D cotumbta � R+Swevc THResHord DCP (ISCSf a.V g� 2.444 !s aS 4�W ow on=r 1 000a eor� sw� PE650 a -W � �- oa 1s 12 SCMe N.T.S. ADA THRFSHO/D am Or: JK DtP auc er US DROM NOA FL -15210.1 a �oF MAISMU 2qv A 1X BUCK SG � 0.55 WOOD B 2X BUCK SG >=0.55 WOOD d C 1/4 MAX. SHIMSPACE - D 1/4 X 2ti4/4 PfN ELCO OR RW COIVCREIE SCREW STEEL E MASONRY - 3.192 PSI MM. CONCRETE C�CNJFORINIPlG TO ACI CONCRETE S 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 $ G 1/4X33/4 PFH ELCO OR UW CONCRETE SCREW STEEL au H 3/i�x3-1/4 Pfli ITWCOIdCREfESCI�W STTEEI., I 114 X 1.314 PFH ElCO OR rtW CONCRETE SCREW STEEL L #8 x 2-1/7 Plii WOOD SCREW STEEL1 POLY FM JAMB cGMP. / vtNn 2 T JOINi®PBdE TRNNE WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOMSwEEP VINYL 9 4X 4 BU1T HHINGESfEEI. 11 #9X3/4 PHi WOOD SCREW STEEL 22 3 POB�iT'T MULTFPOWf L Mfg. Y HOP SSTEEL23M L-POINTSTRBCEPIATE(fONGUESYSfEMI STS{. o 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE SUR i8 Lf SM PLATE ( RITYJ STEEL, 29 ADA THRESHOLD ALUM LOCK ASSEMBLY STEEL. 30 OUTSWING THRESHOlD ALUM/WOOD o 31 OUTSWLNG THRESHOLD ALUM/WOOD 32 OUTSwBdGTHRESHOLD ALUM/WOOD 33 OUiSwBdG THRESHOLD ALLiM/COMP 34 OU1SwfNG THRESHOLD ALUMlwOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWINGTHRESHOLD ALUM/WOOD 38ING uNSwTHRESHOLD ALUM/COMP 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEEP FOR CONSTRUCTDETAILS KNI 55 #10X1-1/2°PFHSCREW STEEL 57 BACKWG PLATE STEEL 58 #8 X 2° PFFI WS STEEL 60 MULTI -POINT Si1tiKEPLATE STS. rifa z m z 2 a° woe 02115112 i sans+ N.T.S. 9 er JK om SYS LFS 3 FL -15210.1 0 MMT _ w_ ry 62 LOCK ASSEMBLY STEEL. R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vahic%FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Cadfloste of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name ASTM G 26-95 Plastpro, Inc. Smooth 1 Wood Grain I White Wood (drain ExteriorExteerrior DoDoor 8200 W. Century Blvd. Rustle i Mahogany Doors Assemblies Los Angeles, CA 90048 Series O Fiberglass Door Anchoring RW Building Consultants, Inc. (CA #9813) Phone 440.969.9773 hhswi Outswi -"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 Plastpro, Inc. 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 M the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. UmKodons: 1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code (FBC) sural requirements including the "High Velocity Hurricane Zone° (HVHZ). 2. Product anchors shall be as fisted 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 complies 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 borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined In ASTM E 1996 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 -15210.1 require further engineering analysis by a licensed engineer or registered architect. T. Qutswing configurations meet water infiltration requirements for "HVHZ". AB other configurations do not meet the water infiltration requirements for the "HVHZ" and must 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. 8. See drawing FLA 5210.1 for size and design pressure limitations. SU ng Documents: 1. est ieoort No. T_estStandard TEL 01390365 TAS 201-94,202-94 & TAS 203-94 ETC -05-255-16776.0 ASTM D 635-98,638-03,1929-96 & 2843-99 ASTM G 26-95 ETC -06-255-17412.0 ASTM E 84-05 ETC -07-209-19303.0 ASTM D 635-98, 636-03,1929-96 & 2843-99 2. Drawina No. Prepared by No. FL -15210.1 RW Building Consultants, Inc. (CA #9813) 3. Cadcudatlons Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. Testdna Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier Sinned & Sealed by Lyndon F. Schmidt, P.E. Stoned & Sealed by Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality assurance program that complies with ISOfiEC 17020 and Guide 53. Lyndon F. Schm(dt, P.E. FL PE No. 43409 21172012 PF 1596 Sheet 1 of 1