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WS-13-2699Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 203795 Permit Number: WS -11 -13 -2699 Scheduled Inspection Date: January 30, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GOTERA, MARCELA Work Classification: Window /Door Replacement Job Address: 9200 NW 2 Avenue Miami Shores, FL Phone Number (305)751 -2225 Parcel Number 1131010331210 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264 -0446 rsuiming uepartment comments INSTALLING 19 IMPACT WINDOWS 3 IMPACT DOORS Infractio Passed Comments AND 1 GARAGE DOOR I INSPECTOR COMMENTS False January 29, 2014 For Inspections please call: (305)762 -4949 Page 5 of 18 Inspector Comments Passed dw Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 29, 2014 For Inspections please call: (305)762 -4949 Page 5 of 18 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795:2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING Permit No. Master Permit No. NOV 272013 FBC 20 ROOFING JOB ADDRESS: !"2 C) /V W a AJ'P. City: Miami Shores County: Miami Dade Folio/Parcel #: 10 1 033 - / 2 / U Is the Building Historically Designated: Yes NO +-- Zone: OWNER: Name (Fee Simple Titleholder): / A, P—C-A-7 IA. Cs 0-16 Q(, Phone#:�!��.�DJ- 3 �� Address: 9 a d O &)%A) a AWE City: H , A MI S 144 PIPES. State: El zip: 33 / b Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: kwiepj /6o6) J 1 G Address: /090/ N W / 7- .S / City: /V% A M; State: Qualifier Name 04 p1 r l State Certification Registration #: G G G / `2 7 Contact Phone #: 30$ :�$ $ 3 Email Address: DESIGNER: Architect/Engineer. IRIA n41�C i � Phone#. 3 ' l 72 Phone#::3 57- 8.8 Z 171 Certificate of Competency #: v IZD ES K1 AS,p'W / N o uJS . C&4 Phone#. Value of Work for this Permit: $ cam %, L919 D G Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew W�epair/Replace ❑Demolition / Description of Work: a�e,A 4A / / l it%C� G- 9) /M fPQr uj., AJa�B mj--, �3) i M.Ao &)4' 6t- Color thru tile: Submittal Fee $ C>f/ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ' 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 UYIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500 the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner Ag nt Contractor The foregoing instrument was acknowledged before me this 1 -f"4 The foregoing instrument was acknowledged before me thisA7— day of t) f9 J , 20L3, by k4A r <.d 1A (a , day of e ✓ 20 lam, by who is personally known to me or who has produced wp ho is personally knower to me or who has produced J--1 C\ Js*i SE As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: a °�PaA P�e(�c RIGOBERTO JESUS CUESTA * MY COMMISSION # EE 051340 / XPIRES: April 27, 2015 Sign: ( o�\OQ Bon Thm Buda Notary Services Print: 'IR\ Ei n E-i- +U t✓l.l My Commission Expires: APPROVED BY 6/ r� Plans Examiner NOTARY PUBLIC: Atty s� P N% RIGOBERTO JESUS CUESTA COMMISSION # EE 051340 F � Ap it 27, 2015 Sign: Q m s Print: PeArA O L� TV uEcl -lc� My Commission Expires: Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) NOV 2 7ni3 F^ L71� t BEDROOM egress egress BEDROOM 1 SOUTH ELEVATION FRONT DOOR NORTH ELEVATION 2 101 14 — — — — BEDROOM i egress "° °" Daft ASP WINDOWS & DOORS Marcelo Gotero 10801 NA14 Sheet #103 Nwrt, R. 33172 9200 NW 2nd Ave. Miami Shores, Fl. 33150 Offim305- 470.9389 - Emd- engi►mrin @aspwh1am aom www.aspwhsiows.00m 10 F FLOOR PLAN - LEVEL1 Project mr nber 100 Dffie 10IM13 La _ Checked by Checker cn } O m U �i s ■. IL z It Q cr a � z Z Q ui 0 p 0 W f L71� t BEDROOM egress egress BEDROOM 1 SOUTH ELEVATION FRONT DOOR NORTH ELEVATION 2 101 14 — — — — BEDROOM i egress "° °" Daft ASP WINDOWS & DOORS Marcelo Gotero 10801 NA14 Sheet #103 Nwrt, R. 33172 9200 NW 2nd Ave. Miami Shores, Fl. 33150 Offim305- 470.9389 - Emd- engi►mrin @aspwh1am aom www.aspwhsiows.00m 10 F FLOOR PLAN - LEVEL1 Project mr nber 100 Dffie 10IM13 Drawn by ASP Porn* Dept Checked by Checker I Swte UB' =1-0' V n '.0 Permit Schedule Mark Family and Type Product Approval I Design Pressure DP Required Frame Color I Frame Type Glass I Type Comments 1 CWS- Prestige_Swing Single Door 8750: 37.5" x 79.75" FL14850.1 +70/ -70 +40.1/ -53.6 Vinyl 7/16 (B) 2 CWS_Horizontal Roliler_8600_XOX ,(131.5x63 max width) Epic Series: 127" X 63" FL14843.3 +60.0 %60.0 +40,1/ -53.6 Vinyl 7/16 3 CWS_Horizontal Rolller 8600_X0X_(131.543 max width)_Eplc Series: 127' X 63" FL14843.3 +60.0% 60.0 +40.1/ -53.6 Vinyl 7/16 4 CWS _SingleHung_8100_Series_(53x76 max)_FL5823.1: 53" x 74" FL5823.1 +67.5/ -67.5 +40,1 1- -53.6 Vinyl 5/16 (A) Joined by (1) CWS Vertical Mullbar -1x4 5 CWS _SingleHung_8100_Series_(53x76 max)_FL5823.1: 53" x 74" FL5823.1 +67.51 -67.5 +40.11 -53.6 Vinyl 5116 (A) @ 74° Span - FL9520.2 - DP +/ -56.6 6 CWS_Horizontal Roller_8200_Series: 531/8" x 50 5/8" FL7067.1 +601-60 +40.11 -53.6 Vinyl 7116 (A) 7 CWS_Horizontal Roller 8200_Series: 37" x 63" FL7067.1 +60/ -60 +40.1/ -53.6 Vinyl 7/16 (A) 8 CWS_Horizontal Roller 8200_Series: 37° x 38 318" FL7067.1 +60/ -60 +40.1 /-53.6 Vinyl 7116 (A) 9 CWS_Horizontal Roller_8200_Series: 371 x 38 3/8" FL7067.1 +60 %60 +40.1/ -53.6 Vinyl 7116 (A) 10 Amarr Garage Doors: 10' x 7' 12- 0228.01 +571 -67 +40.1/ -53.6 11 CWS_Horizontal Roller_8200_Serles: 37" x 38 318" FL7067.1 +601 -60 +40.1/ -53.6 Vinyl 7/16 (A) 12 CWS_Horizontal Roller 8200_Serles: 37° x 38 3/8° FL7067.1 +60/ -60 +40.1/ -53.6 Vinyl 7/16 (A) 13 CWS_Horizontal Roller 8200_Serles: 37" x 38 3/8" FL7067.1 +601 -60 +40.11-53.6 Vinyl 7/16 (A) 14 6'8- Plastp %Opaque_Single Door. 30" x 80" 6 -Panel FL15210.1 +75.0 %75.0 +40.11 -53.6 fiberglass NA 15 CWS_Horizontal Roller-8200-Series: 74" x 38 3/8" FL7067.1 +60 %60 +40.1/ -53.6 Vinyl 7/16 (A) 16 CWS_Horizontal Roller_8200_Sedes: 74"x 50 5/8° FL7067.1 +60 %60 +40.1/ -53.6 Vinyl 7/16 (A) 17 CWS_Horizontal Roller-8200-Series: 37" x 50 5/8" FL7067.1 +60 %60 +40.1/ -53.6 Vinyl 7/16 (A) 18 CWS_Hodzontal Roller-8200-Series: 37" x 50 5/8" FL7067.1 +60/ -60 +40.1/ -53.6 Vinyl 7/16 (A) 19 CWS_Horizonta1 Roller_8200_Series: 531/8" x 50 5/8" FL7067.1 +60 %60 +40.1/ -53.6 Vinyl 7116 (A) 20 CWS_PW_ 8300_( +- 55_max 48x72)_FL13010.4: 37"x 56" FL13010A +55/ -55 +40.1/ -53.6 Vinyl N'lln. 21 CWS_Horizontal Roller 8200_Series: 37° x 50 5/8" IFL7067.1 +601 -60 +40.1/ -53.6 Vinyl 7/16 (A) 22 CWS_Horizontal Roller_8200_Sedes: 74" x 50 5/8° 1 FL7067.1 +60 %60 +40.1/ -53.6 Vinyl 7/16 (A) 23 CWS_Horizontal Roller 8200_Sedes: 531/8° x 50 5/8" 1 FL7067.1 +60/ -60 +40.1/ -53.6 Vinyl 7116 (A) ASP WINDOWS & DOORS Marcelo Gotero NO. Description Data Permit Schedule Project 10801 NA14 Street. #103 Miami, Fl. 33172 9200 NW 2nd Ave. Miami Shores, Fl. 33150 Dam "� tCISM13 102 Oft 30-5,470-9M - Email:engirrwringfispwMaws.=n Drawn by AS Permit Dept www.aspwMaws.com clocked by char scam 2010 FLORIDA BUILDING CODE /ASCE 7 -10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 41 DESIGN PRESSURES FOR EXTERIOR ZONES ('Zone 5' � Mean Roof Tributary Area (sq. ft) Height (ft) 10 IS 20 25 30 35 40 45 50 IS 40.1 39.0 38.2 37.7 37.2 36.8 36.4 36.1 35.9 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 -44.0 -43.0 - 42.2 - 41.6 - 41.1 - 40.7 - 40.4 -40.1 -39.8 17 41.1 40.0 39.3 38.7 38.2 37.8 37.4 37.1 36.8 - 44.6 - 43.5 -42.8 42.2 - 41.7 41.3 - 40.9 - 40.6 -40.3 18 41.6 40.5 39.7 39.1 38.6 38.2 37.9 37.5 37.3 45.1 44.0 43.3 42.7 - 42.2 41.8 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 45.7 - 44.6 43.8 43.2 42.7 - 42.2 - 41.9 41.5 41.3 20 42.6 41.4 40.6 40.0 39.5 39.1 38.7 38.4 38.1 - 46.2 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 -47.1 -45.9 - 45.1 - 44.5 -44.0 -43.6 -43.2 - 42.8 42.6 24 44.2 43.1 42.2 41.6 41.1 40.6 40.2 39.9 39.6 - 48.0 - 46.8 -46.0 45.3 - 44.8 - 44.4 - 44.0 43.6 -43.3 26 45.0 43.8 42.9 42.3 41.8 41.3 40.9 40.6 40.3 - 48.8 47.6 - 46.8 - 46.1 45.6 45.1 - 44.7 - 44.4 -44.1 28 45.7 44.5 43.6 43.0 42.4 42.0 41.6 41.2 40.9 - 49.5 - 48.3 -47.5 - 46.8 -46.3 - 45.8 - 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 -50.31 49.0 -48.21 47.5 - 47.0 - 46.5 - 46.1 - 45.7 -45.4 32 47.0 45.7 44.9 44.2 43.6 43.2 42.7 42.4 42.1 -51.0 49.7 -48.8 - 48.2 - 47.6 - 47.1 - 46.7 - 46.4 -46.0 34 47.6 46.3 45.4 44.7 44.2 43.7 43.3 42.9 42.6 -51.6 -50.4 49.5 - 48.8 -48.2 - 47.7 - 47.3 47.0 -46.6 36 48.2 46.9 46.0 45.3 44.7 44.2 43.8 43.4 43.1 -52.2 -51.0 -50.1 49.4 -48.8 - 48.3 - 47.9 - 47.5 -47.2 38 48.7 47.4 46.5 45.8 45.2 44.7 44.3 43.9 43.6 -52.8 -51.6 -50.6 -49.91 49.4 - 48.9 - 48.4 - 48.1 47.7 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 -53.4 -52.1 -51.2 - 50.5 49.9 49.4 49.0 -48.6 -48.3 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 -54.5 -532 -52.2 -51.5 -50.9 -50.4 -50.0 - 49.6 49.2 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 -55.5 -54.2 -53.2 -52.5 -51.8 -51.3 -50.9 -50.5 -50.1 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 -56.4 -55.1 -54.1 -53.3 -52.7 -52.2 -51.8 -51.4 -51.0 56 52.9 51.5 50.5 49.71 49.1 48.5 48.1 47.7 47.3 -57.3 -55.9 -54.9 -542 -53.6 -53.0 -52.6 -52.2 -51.8 60 53.6 52.2 57 50.4 49.8 49.3 48.8 48.4 48.0 58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 Mean kbot Tribut Areas . Hel ht (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 -53.6 -51.5 -50.0 - 48.9 - 47.9 - 47.1 - 46.4 - 45.8 -45.2 16 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 -48.4 117.6 - 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 68.8 - 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 69.0 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 42.6 422 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 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 40 49.2 47.9 47.0 46.3 45.7 45.2 44.8 44.4 44.1 - 65.9 - 63.3 - 61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 44 50.2 48.9 48.0 47.2 46.6 46.1 45.7 45.3 45.0 - 67.3 - 64.6 - 62.7 -61.3 -60.1 -59.1 -58.2 -57.4 -56.8 48 51.2 49.8 48.9 48.1 47.5 47.0 46.6 46.2 45.8 - 68.5 65.8 - 63.9 - 614 - 61.2 -60.2 -59.3 -58.5 -57.8 52 52.0 50.7 49.7 48.9 48.3 47.8 47.3 46.9 46.6 69.7 66.9 65.0 63.5 62.2 61.2 60.3 -59.5 -58.8 56 52.9 51.5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 -70.8 68.0 66.0 64.5 63.2 62.2 61.2 60.4 -59.7 60 53.6 52.2 51.21 50.41 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 I These tables list allowable pressures (W,), given as 0.6*%, where Wit 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 verified by the governing building department and permit holden. 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 shell not be reproduced in whole or in part without her express written consent ULTIMATE WIND SPEED (Mph) = 175 EXPOSURE CATEGORY = G Tables are valid for the following conditions only. 1 Ward speed, (V°y 3- second Bast) = 175 mph 2 Risk Category: H (General Residential and Commercial Consbuc6on} 3 Exposure Category C 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kci): 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 Enahteer for any otter conditions lnstrucnorts 1 Tablas show tha °worst case° desiga pressures, with goy unlmown 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 Caladate the average roof height If average cannot be determined, use the peak roof height Round up the roof height to the neat highest table value. 4 Calatlate 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 unlmown. use the most critical value (10 square feat). 5 Area between structural - 11ions shall be used as trbutary area 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with my portion closer than distance to a building comer shall ba cow deredman Exterior Z one (51 otherwise if all of the opening falls more then distance °a' from a building comer, the opening shall be considered in an Interior Zone (41 7 Distance 'a," as refered to above, shag 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 case positive and negative deep 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 VoW without Signature and Raked Embossed Seal . IL pit-07i Fc] Florida Building Code Online Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /F_rnall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre miafevre @cws.cc &Tan 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 jthorrpson@cws.cc Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL14850 R1 COI EvalRem CWS -641A fSD -8750. IMPACT) d Standard Year $ford] qarare,,ti BCIS Home Log In User Registration Hot Topics Submit Surcharge Stotts &Facts Publications FBC Staff @ SCISuSite Mapy= Links if Search y 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 I "7 i s usea PubiAPPer Regulation ® Product Aaoroval Menu > Product or Aootica ion Saab > Application List > Application Detaa i FL # 1`1-14850 -R1 Application Type Revision Code Version 2010 Application Status Approved Cone. nts Archived -- Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /F_rnall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Michael LaFevre miafevre @cws.cc &Tan 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 jthorrpson@cws.cc Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas Turner PE -58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL14850 R1 COI EvalRem CWS -641A fSD -8750. IMPACT) d Standard Year AAMA/WDMA/CSA/101/I.S.2/A -440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 vuwwfloridatwilding.org /ix /pr app O. asp(? pararr�wGEVXQvADquH1FZfePouW7oGhYGF3pWxOFUR )qJ %2b1BOWAgtF4 %2bKoA o3d%3d 1(2 2=3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL #. 14850.1 Florida Building Cade Online Model, Number or Name SD -8750, Irrpact. Method 1 Option D 12/12/2011 12/13/2011 12/20/2011 01/31/2012 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/ -70 Other. Large Missile French Door w/ Sidelights, Max French Door 6' x 8', Max. Single Door 3' x 8', Max Sidelight 3' x 8', DP +/- 70 psf. Description SD -8750 French Door w/ SD -8710 Sidelights, Irpac. Installation Instructions FU4850 R1 11 CWS -641A (SD -8750. IMPACT),,pdf Verifled By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R1 AE DuPont PVB NOA 11 -0624 01.odf FL14850 R1 AE DuPont SGP NOA 11 -0624 02.pdf FL148SO R1 AE EvalRen CWS -641A (50-8750. IMPACr).odf FL148SO R1 AE Mikron NOA 11 -0830 09.gdf Created by Independent Third Party: Yes E3 Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not Want your e-mail address released In response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, .effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wdth 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 Welsh to supply a personal address, please provide the Department Wdth an email address Whlch can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please didc here . Product Approval Accepts: In rim El M wm.floridabdldng.org/pr/Pr_app dtl. aspX tpararrFwGEVXQ wtDquH1FzfePouWloGhYGF3pWxOFUR XjJ %2b1BOWAgtF4 %2bKoA ° /a3d ° /a3d 2/2 97' UNI HEI 40" MAX SINGLE DOOR WIDTH 26 518" GLASS DLO 95 3116' PANEL B I X I — 37 518" PANEL WIDTH i 8 112" 20" 843/16, SEE GLASS NOTE DL 8 112" A SINGLE DOOR NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS AND A MAX OF 20" ON CENTER FOR 81' TO 97' UNIT HEIGHT. 79' MAX FRENCH DOOR WIDTH �y— 37 6/8" PANEL WIDTH C I C FRENCH DOOR 33 5181 SIDELITE DESIGN PRESSURE RATING ±70 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 ANCHOR DETAIL & NOTES .................4 GLAZING DETAIL .... ..............................5 L— A.T—.P£ SECTION VIEWS ...... ............................8 -8 BOM........................ ..............................9 EXTRUSIONS ......... .............................10 INSTALLATION DETAILS .................... 11 -14 26 518' GLASS DLO 9T h UNIT HEIG 1 95 3/16" PANEL D HEIGHT 841116" GLASS 363116" MAX UNIT WIDTH 22 518' GLASS DLO E SIDELITE 2011 -12.07 09:36 -05:00 '4 PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN TWS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC, ANY REPRODUCTION IN PART OR ABA WHOLE WTIMOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROWSITED 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE GUTSWING Wl SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) WISIDELITE(S), SIDEUTE NON ATTACHED 4. LOCK OPTIONS: *UPTO 6'8 ": &DOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36") B.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34' C.MULTIPOINT(4PT)(HANDLE SET @34'). 'ABOVE 678': A.MULTIPOINT(SPT)(HANDLE SET @ 34"). 5. DESIGN PRESSURES: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300 - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E -1300 S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11 -14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. S. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND 71ERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL -210- 3781 -1,lA, 1B, 1C, 2,2A 10. lx or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES I MODEL DESIGNATION: SD-8700, FD -8750, SLT -8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION W AND'O' STAND FOR THE FOLLOWING: X= OPERABLE DOOR, 0= FIXED PANEL. UPDATED PER 2010 FBC 111114/20111 No 58209 1900 SW 44TH AVE. S OCALA, FLORIDA 34474 'TLF- GENERAL NOTES & ELEVATIONS - IMPACT STATE OF -'Avg SERIES: RAWN BY ATE: O R t �; g'�ybw�' oel. 8700 -8750 ADE ra NO 12/512011 PVC SWING DOOR EV. LETTER: A HEET: CWO 641 �l!!iilltit4 X D FLUSH SOLT ON INACTIVE SEE PANEL NOTE 4 I I C FRENCH DOOR 33 5181 SIDELITE DESIGN PRESSURE RATING ±70 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS 1-3 ANCHOR DETAIL & NOTES .................4 GLAZING DETAIL .... ..............................5 L— A.T—.P£ SECTION VIEWS ...... ............................8 -8 BOM........................ ..............................9 EXTRUSIONS ......... .............................10 INSTALLATION DETAILS .................... 11 -14 26 518' GLASS DLO 9T h UNIT HEIG 1 95 3/16" PANEL D HEIGHT 841116" GLASS 363116" MAX UNIT WIDTH 22 518' GLASS DLO E SIDELITE 2011 -12.07 09:36 -05:00 '4 PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN TWS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC, ANY REPRODUCTION IN PART OR ABA WHOLE WTIMOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROWSITED 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE GUTSWING Wl SIDELITE(S), FRENCH DOOR(S), FRENCH DOOR(S) WISIDELITE(S), SIDEUTE NON ATTACHED 4. LOCK OPTIONS: *UPTO 6'8 ": &DOUBLE BORE W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @36") B.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34' C.MULTIPOINT(4PT)(HANDLE SET @34'). 'ABOVE 678': A.MULTIPOINT(SPT)(HANDLE SET @ 34"). 5. DESIGN PRESSURES: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300 - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E -1300 S. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11 -14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. S. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND 71ERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL -210- 3781 -1,lA, 1B, 1C, 2,2A 10. lx or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES I MODEL DESIGNATION: SD-8700, FD -8750, SLT -8710 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION W AND'O' STAND FOR THE FOLLOWING: X= OPERABLE DOOR, 0= FIXED PANEL. UPDATED PER 2010 FBC 111114/20111 No 58209 1900 SW 44TH AVE. S OCALA, FLORIDA 34474 'TLF- GENERAL NOTES & ELEVATIONS - IMPACT STATE OF -'Avg SERIES: RAWN BY ATE: O R t �; g'�ybw�' oel. 8700 -8750 ADE ra NO 12/512011 PVC SWING DOOR EV. LETTER: A HEET: CWO 641 �l!!iilltit4 97` AM UN HE 97° A UNIT 36 3/16° MAX - SIDELITE WIDTH 33 518" PANEL WIDTH 94518. SIDELITE HEIGHT 83 5!B" SIDELITE GLASS 22 518° GLASS DLO vl.r. u�v GLASS DLO FRENCH DOOR W/ SIDELITES 76 3116" MAX UNIT WIDTH 40" MAX SINGLE DOOR WIDTH 37 51W DOORWIDTH X 95 3116 PANEL HEIGK 16° °L HT HEAD 115 3116° MAX UNIT WIDTH 36 3116° MAX 79° MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 6/8° 37 5/8° PANEL WIDTH DOOR WIDTH j 14 12 94 518" ® �/ 95 3/16 SIDELITE /1 X PANEL HEIGHT —FLUSH HEIGH' 83 5/8" BOLT SIDELITE Iwo 843/16" GLASS SEE PANEL DOOR PANEL DLO NOTE 4 GLASS DLO jSHT1 !� t G 22 5/8" C 14 GLASS DLO 12 SIDELITE W/ FRENCH DOOR SILL 84 3116" DOOR PANEL JkLL FRAMES ARE • GLASS DLO MECHANICALLY FASTENED 11 28 5!8" PROPTLETARY/WD COtFIDENTl4L 12/07/11 GLASS DLO THE U FORMATION CONTANED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. W. ANY REPRODUCTION N PART OR AS WHOLE WITHOUT THE ,E DOOR WRITTEN PERMISSION OF CUSTOM W WDOW SYSTEMS. M. IS PROHIBITED LUCAS A. TURNER, FL P.E. 58201 97" MAX UNIT HEIGHT DESIGN PRESSURE RATING t70 151318" MAX UNIT WIDTH 36 3/16° MAX SIDELITE WIDTH 79° MAX FRENCH DOOR WIDTH 33 5/8° 37 WW MAX PANEL WIDTH rPANEL WID MAX K T GHT ® X ® SIDELITE PANT HEIGHT HEIC FFLUSH SIDELITE SI ELI IVE OOR PAN GLASS SEE L GLASS DL DLO NOTE 4, SHT 1 5 /s" 26 518° 97° A UNIT 36 3/16° MAX - SIDELITE WIDTH 33 518" PANEL WIDTH 94518. SIDELITE HEIGHT 83 5!B" SIDELITE GLASS 22 518° GLASS DLO vl.r. u�v GLASS DLO FRENCH DOOR W/ SIDELITES 76 3116" MAX UNIT WIDTH 40" MAX SINGLE DOOR WIDTH 37 51W DOORWIDTH X 95 3116 PANEL HEIGK 16° °L HT HEAD 115 3116° MAX UNIT WIDTH 36 3116° MAX 79° MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 6/8° 37 5/8° PANEL WIDTH DOOR WIDTH j 14 12 94 518" ® �/ 95 3/16 SIDELITE /1 X PANEL HEIGHT —FLUSH HEIGH' 83 5/8" BOLT SIDELITE Iwo 843/16" GLASS SEE PANEL DOOR PANEL DLO NOTE 4 GLASS DLO jSHT1 !� t G 22 5/8" C 14 GLASS DLO 12 SIDELITE W/ FRENCH DOOR SILL 84 3116" DOOR PANEL JkLL FRAMES ARE • GLASS DLO MECHANICALLY FASTENED 11 28 5!8" PROPTLETARY/WD COtFIDENTl4L 12/07/11 GLASS DLO THE U FORMATION CONTANED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. W. ANY REPRODUCTION N PART OR AS WHOLE WITHOUT THE ,E DOOR WRITTEN PERMISSION OF CUSTOM W WDOW SYSTEMS. M. IS PROHIBITED LUCAS A. TURNER, FL P.E. 58201 97" MAX UNIT HEIGHT DESIGN PRESSURE RATING t70 aU- NUTA 7 79" MAX FRENCH DOOR WIDTH SINGLE DOOR WIDTH 3 5!8" P 37 518° PA37 5 PANEL WIDTH 26 5/8" 2 26 5/8" 2 26 518° LASS DL G GLASS DLL G GLASS DL g }/2° t t 81° MAX UNIT F FLUSH 2 215116" F FLUSH HEIGHT B BOLT 7 79 3/16° B BOLT DOOR 8 81 79 3116° D X H X X X U MI DOOR X HPANEL EIGHT X U M TST 316" MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH 36 3116° MAX SIDELITE WIDTH 37 5/8" I33 5/8" ANEL WIDTH PANELWIDTH 1 1 4AX JNIT FLUSH 1EIGHT . BOLT 79 78 518° DOC SIDE 0 X X O PA NI L 68 3116° SEE DOOR PANE NOTE 4, GLASS DLO / / SHT 1 1 22 5/8° 26 518" 78 5/8" SIDELITE x HEIGHT IT IGHT 67 5/8° SIDELITE GLASS DLO 36 3/16" MAX SIDELITE WIDTH 36 3116" MAX SINGLE DOOR WIDTH 33 518" DELITE WID 22 5/8" LASS DL 9" MAX UNIT HEIGHT O SIDELITE 112 318" MAX UNIT WIDTH — " 37 518° 1PAN3E3LTW1DTJHPANEL WIDTH IF 40" MAX SINGLE DOOR WIDTH MAX ' UNIT FLUSH HEIGHT BOLT 78 518" ? OOR� Q SIDELITE 0 X 0 PANEL HEIGHT HEIGIT 67 518" 68 3116" SIDELITE SEE DOOR PANEL GLASS I NO 4, / GLASS DLO 6" DL 2 'L HT 22 518° 26 518" GLASS DLO GLASS DLO SIDELITE- DOOR - SIDELITE LUCAS A. TURNER. FL. P.E 582011 A I UPDATED PER 2010 FBC 11 ULAb. t$ ULU GLASS DLO FRENCH DOOR W /SIDELITES DESIGN PRESSURE RATING I PROPWETARYANDCON- WENTRL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM ±70 WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 78 5/8" SIDELITE x HEIGHT IT IGHT 67 5/8° SIDELITE GLASS DLO 36 3/16" MAX SIDELITE WIDTH 36 3116" MAX SINGLE DOOR WIDTH 33 518" DELITE WID 22 5/8" LASS DL 9" MAX UNIT HEIGHT O SIDELITE 112 318" MAX UNIT WIDTH — " 37 518° 1PAN3E3LTW1DTJHPANEL WIDTH IF 40" MAX SINGLE DOOR WIDTH MAX ' UNIT FLUSH HEIGHT BOLT 78 518" ? OOR� Q SIDELITE 0 X 0 PANEL HEIGHT HEIGIT 67 518" 68 3116" SIDELITE SEE DOOR PANEL GLASS I NO 4, / GLASS DLO 6" DL 2 'L HT 22 518° 26 518" GLASS DLO GLASS DLO SIDELITE- DOOR - SIDELITE LUCAS A. TURNER. FL. P.E 582011 A I UPDATED PER 2010 FBC 11 ULAb. t$ ULU GLASS DLO FRENCH DOOR W /SIDELITES DESIGN PRESSURE RATING I PROPWETARYANDCON- WENTRL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM ±70 WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED 40" MAX SINGLE DOOR WIDTH MAX ' UNIT FLUSH HEIGHT BOLT 78 518" ? OOR� Q SIDELITE 0 X 0 PANEL HEIGHT HEIGIT 67 518" 68 3116" SIDELITE SEE DOOR PANEL GLASS I NO 4, / GLASS DLO 6" DL 2 'L HT 22 518° 26 518" GLASS DLO GLASS DLO SIDELITE- DOOR - SIDELITE LUCAS A. TURNER. FL. P.E 582011 A I UPDATED PER 2010 FBC 11 ULAb. t$ ULU GLASS DLO FRENCH DOOR W /SIDELITES DESIGN PRESSURE RATING I PROPWETARYANDCON- WENTRL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM ±70 WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED MIDSPAN 4° 4° EXTRA ANCHORS 4° 4° MAX 2° JF4. SEE NOTE #2 REQUIRED IN WOOD 6° MAX a ° 4° INSTALLATIONS. (' 2° 4° 4° MIDSPAN 2" 6° MAX i 6° MAX �4° MIDSPAN 6" MAX 8112° 1 T MAX T I ttt 2 13116° O.C. (TYP) ' ANCHOR THRU I j % 17` HINGE 17° MAX MAX O.C. O.Cy (TYP) 215116' MAX. SEE NOTE #2 j j SIDELITE DOOR SIDELITE 1 NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1l4 °. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.1/4' DIA. ITW TAPCON 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. #12 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 1° SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN ANY DIRECTION. 3116° DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1114" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1118° SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 213116° SHALL BE ACHIEVED. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A TURNER. FL P.E. 58201 A UPDATED PER 2010 FBC 11/14!2011 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,tttttoetaasr,�yg 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: .00 Pry'',, A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.56 (SOUTHERN PINE OR GREATER) rrsr irk° �°- B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). � ;4 Nb 5=1 i� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE y iTle: OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE AZ v -jr-, ANCHOR SCHEDULE 8 NOTES -NON IMPACT BTATE tV: WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: +r,,d✓ k ; moles: g7pp 675p R^wN BY ApE TE 12/512011 FMA/ AAAAA100 (FIN WINDOWS), FMAtMMA200 (FLANGE WINDOWS), oaeaarrowcoNrra�oRwDnm��ROrQrrvoFOcusroM ,�•,�OR4,��+�i MODEL: ro.uo.. FMAANOMA 250 (BOX WINDOWS), FMA/AAMAMlDMA 300(EXTERIOR DOORS). wIaM aSYSTEMS. oFCUREPRODUoow SYSTEMS. mA s PROHIBITED THE rr��'a��r # PVC SWING DOOR `tea: A �� OF 14 641 1" OVERALL 3/16° TEMPERED 5/16° AIRSPACE 112° LAMI 3/16° ANNEALED GLASS .105 DUPONT PVS INTERLAYER 3/16° ANNEALED GLASS FULL SIZE GLASS TYPE A 4FLEX 552 or PURFECT GLAZE " BITE 1" OVERALL -3116° TEMPERED 318" AIRSPACE 7/16° LAMI 3116" ANNEALED GLASS .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" ANNEALED GLASS 31KAFLEX 552 or L - PURFECT GLAZE "H° 31TE ID COM4DENAL lV07/11 WING IS THE SOLE PROPERTY OF CUSTOM N IN PART OR AS A WHOLE WITHOUT THE SYSTEMS. INC. IS PROHIBITED RRV MM r4 AR.R TYPE UPDATED PER 2010 FBC I 11/14/2011 SW144TH AVE. A, FLORIDA 34474 GLAZING - IMPACT .8700 -8750 �RAWH er ADE GATE: 12/5!2011 PVC SWING DOOR ' 1:1 WT L NO "CWS -64/. LETTER: A 6 OF 14 WID7H HEIGHT MAX SDELlTE MAX SQJGLE MAX FRENCH 81" MAX TYPEA TYPEA TYPEA 9'r MAX TYPEB TYPES TYPES UPDATED PER 2010 FBC I 11/14/2011 SW144TH AVE. A, FLORIDA 34474 GLAZING - IMPACT .8700 -8750 �RAWH er ADE GATE: 12/5!2011 PVC SWING DOOR ' 1:1 WT L NO "CWS -64/. LETTER: A 6 OF 14 SECTION VIEW A -A ALTERNATE MORTISE LOCK W/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10- 12,13,15- 17,22,43,48,54,67,58 ITEMS NOT USED IN VERSION SHOWN: 2,3,8,9,15,18,25 - 28,30. 34,36- 40,43,52,53,60,62,65,68,72,76 PRGPRBITARYANDCODFIDENTAL 21 •f THE INFORMATION CONTAINED W THE DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, Mr- ANY REPRODWWN IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF GUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. SECTION VIEW B -B ALTERNATE 2 MULTIPOINT LOCK FL P.E. SM1 I A I UPDATED PER 2010 FBC 111114/201 1900 SW 44TH AVE. ,11r OCALA, FLORIDA 34474 � SECTION VIEW - SINGLE DOOR STATE OF :A w SERIES: 6700 8750 �IEV. AWN BY ADE A7E: 1215/2011 ' O R ��; ti`A��4�° Y DEL: : d0. NO S .. PVC SWING DOOR LE7rERNTAS CWS -641 6 OF 14 SECTION VIEW C-C SECTION VIEW D-D lz. z PROPRIETARY AND CONVENM 12/07/11 THE WORMATION CONTAWEO IN THIS ORAWMO IS THE SOLE PROPERTY OF CUSTOM W@aIDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN MUMSSION OF CUSTOM W WOOW SYSTEMS. M. IS PROHISITEO. ITEMS NOT SHOWN FOR CLARITY: 10- 12,13,15- 17,22,26.28,36- 39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,16,25,40 ,42,45,46,48,52,53,58,60,74,76 IAITFRInR SECTION VIEW E -E ER SECTION VIEW F -F `- (� F- SEALAN SEALANT FACES TO l�J BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1- 3,6.7,8 - 15,17,18,20,21,23,24,26 ,27,30 - 39,41,44-46,48- 52,5y4 -56, 58-61,63-71,74,-76 Az P � ANDCOMgDEarwt 12/07/11 THE WORMATON CONTAMEO M THIS DRAWMG 1S THE SOLE PROPERTY OF CUSTOM WMOOW SYSTEMS. MC, ANY REPRODUCTON M PART OR AS A WHOLE WITHOUT THE WRnTEN PERMISSION OF CUSTOM W WOOW SYSTEMS. M. IS PROHIBUTED. SEALANT APPLIED TO ADJOINING FACES BY INSTALLER #10 HEX WASHER HEAD TEK JOINING DOOR FRAME TO SIDELITE. 6° FROM TOP AND BOTTOM 17° MAX ON CENTER. #10-24 x 1-3/4° TYPE F THRU HINGE INTO SIDELITE AT EACH HINGE. (SEE PAGE 1,3 FOR HINGE SPACING) n'EM P/N DESCRIPTION MAT'L VENDOR 1 1 33 G OL L MA 2 K18 7 ASTRAGAL, IJACTIV FD, PVC MARK 3 H-1858 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARK 4 H 1860 REWFO CHV®VT, V L KEYMARK 5 H-1861 RaNFORCEVIENT, HORQ. ALUM KEYMARK 46 -41- 1878 - MAW - -- - -- - - AL - KE6VIAW 7 H 1880 WR79W JA ALUM KEYMARK 48 H 1881 MAINFRAME, SIDELITE @ DOOR --AL-U-9- KEYMARK 9 H 1900 MANFRAME, SIDaJTE@ JAMB, HEAD, SILL ALUM KEYMARK 0 83039 SETITING BL 1/8 X 1 FOAM PRODUCTS 11 P-5131 TR EAL SIKAFLEX552 or T GLAZE " FO PRODUCTS 12 83503 SCREW #8 X 1/2" PH SS @ ASTRAGAL CAP FASTENAL 13 P 3511 S x5/8" SQ PAN TEK @ TBM B FOAM FASTENAL 1 F-3587 SCRSN A X 1 ", PH FLAT TEK @ ASTRAGAL, A 15 -376 SOW. #1 1 RUBW AS 6 P 4146 S X 3/4 PHI., FLAT SS ®ELITE SHIMA F S L 17 -4278 Y PAD, .200" x 1.250' /A A 18 F•45 22 #10 x 1/4", PH , SMS - E @ PANEL FAS L 19 P-4774 WS S, PA ALUM gY 20 P-47 00 FLUSH BOLT, TOP/BTM ALUM SULLIVAN 21 P -4794 SCREW x 5/8" SQ.FLAT TEK @ ERT ATTACH ALUM FASTENAL 22 P•4802 TEL THREAD ROD (TE ROD) ALUM WP WSTER 23 P-4807 HIDE, GUILE ALUM HOPPE 24 ' P- 460814908 or RGRWr ALUM HOPPE 25 fzW§TX-V9T-p,.s5x756FCJ B S , @ SIDELITE AMESB 6 P-4863 LOCK STRIKE PLA ALUM PADDOCK 27 64 RIKE T PLA ALUM gppOCK 2 6 MW BACK, STM ATTACH SILL ALUM KEYIVARK 29 P-4871 TE ROD BRACkET A SULLIVAN 30 F-4-889'- UFOUT BOLT, TOP PADDOCK 31 F 4886 SHOOT BOLT, BOTTOM M PVC PAMMR- 32 P-4851 L65WR INACTIVE, 8 PVC PADDOCK 32 P -4884 LOCKBAR MULTI -PONT, 5PT, 8 FT PVC PADDOCK 32 P-4901 LOCKBAR MULTI -POW, 4PT, 6'8 FT ALUM PADDOCK 32 P-4902 LOCKBAR INACTIVE, 6'8 FT PADDOCK 33 84903 HANDLESET,ACTIVE ALUM PA5 34 P-4965 HANDLESET, INACTIVE I PADDOCK 35 P-4913 WSTR .50X.50 FOLDED BULB SEAL, @ DOOR SCHELGEL 36 P-4917 CAP, ASTRAGAL, OUTSIDE wumT 37 8 G E FLUSH L 38 8 V FLUSH BOLT P-4925 P-4926 I SHM SIDELITE, DOOR S ALTERNATE APPROVED LOCKSETS: AMEX GRADE 2 LOCKSET AND DEADBOLT. ITEM P/N DESCRIPTION MAT'L VENDOR P 4927 G OL M&M 42 930 10 1 -114" DTEK@ DELITEATT FASTENAL 43 15-4933 NUT 3/8 " -16 FLANGED W/ SERRATED LP, SS, @ PANEL pll WE ER 44 P-4934 SCREW, #12 -24 X 1/2 ", PH FIAT, MS, @ HINGE F STENAL 45 P-4936 DOOR KNOB, ACTVEPANEL . DpANY 46 P=4937- T ACTIVEiFN -"' - - - DELANY 47 P-4969 SCREW, #10 X 2" REW. ATTA FASTENAL 48 7 STRIKE, DEADBOLT PADDOCK 49 85127 SCREW, #12 X 2 ", PH PAN, SMS, ANCHOR FASTENAL 50 30 S R SLI, FRONT FOAM PRODUCTS 1 P-5131 GAsKEr, DOOR SILL, C K FO PRODUCTS 52 85134 , #10X1 -3/4" FLATSQUARETYPEF@ HINGE FASTENAL 53 85151 -P--5T5-7 GASKET, S@ FOAM H() PRODUCTS P-7515-F SCMY #10-24 x 1/2", Fl Undercut PH, 18-888 A L 5 BOTTOM SEAL RUBW 56 P-5 2 wsTP,.370X.187,TRIFK BLACK ULTRAFAB 7 P -51 4 SCREW #8 X 3/4" HEX WASHER D, @ FRAME FASTENAL 58 P-5186 -32 x 1 -1/4" PH FL MS, SS @ PLUNGER FASTENAL 59 S-178 THRESHOLD, HIGH RISE ALUM KEY RK 60 S-1784 INSERT, REIVFORCEIVIBVP ALUM KEYMARK 61 S-1806 COVER JAMB, ANCHOR ALUM KEYMARK 62 S-1816 COVER, JAMBS, HEAD,SLL, SmELffE ALUM KEYMARK 63 S-1817 DRIPCAP ALUM KEYMARK 64 S-1840 COVER, HEAD, ANCHOR ALUM RK 65 S -1849 INACTIVE PA, LOCK HARDWARr= KEY-M-AW 66 S-1859 COVER, ASTRAGAL, FD ALUM KEYMARK 67- S-18 -9-W INSERT FRONT, BIM ATTACH SEE ALUM KEYMARK MW BACK, STM ATTACH SILL ALUM KEYIVARK 69 S-1915 BASF, S A 0 916 KEYMARK 71 56083 PANEL, TOP/B RAU, SU16 - DOOR PVC A 5u; 72 S-6083 PANEL, TOP/B PAL, SIDES - S PVC RON 73 S-6084 GLAZING BEAD (1") PVC MIKRON 74 H•18W REINIF-ORCBV®VT, VERT., SINGLEDCX)R ALUM KEYMIARK 75 GLASS SEE PAGE 5 76 I- 1862 REI- ORCEMENT, VERT. ALUM KEYMiARK 77 P-4887 I MORTISE LOCK I PADDOCK 617- PROPRIETARYANDCONPMeCIAL 12/07/11 THE INFORMATION CONTAN�O IN THIS DRAWM IS THE SOLE PROPERTY OF OMOM wINDOIN SYSTEMS. M. ANY REPRODUCTION IN PART OR AS A WHOLE WnMUr THE wRTTTEN PERMISSION OF CUSTOM W INDOIN SYSTEMS. M. IS PRomnED UPDATED PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 11/14/201 "` BOM - IMPACT SERIES: 8700-8750 DY ADE DATE: 1215/2011 MODEL: PVC SWING DOOR E: P1T3 vro. NO.:CWS -641 Ev.LETTER: A E : 9 OF 14 .078 DOOR HEAD -1833 49/161 .082 1 1/16" DOOR SILL-1878 6 48116° - .078 1 9116° 7 DOORJAMB-1880 4 9/16" -.078 a 112° SIDELITE -1881 8 4 9116° .078 2 1116° C SIDELPTE -1900 9 NOTE: ALL EXTRUSIONS ARE 6061 -T6 ALUMINUM PVC DOOR PANEL - 6083 1.470 5 1116° 2.836 REINFORCEMENT -1861 REINFORCEMENT -1860 61 �-- 2261 050 .7 M FRAME COVER -1806 .�^ REINFORCEMENT -1857 REINFORCEMENT -1858 F�i -L 59 180 THRESHOLD -1783 .080 2° 66 ASTRAGAL COVER -1859 PROPRIETARYAND CONFWENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. M. ANY REPRODUCTION IN PART OR A$ A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1116° 3314" 6 SIDEUTE COVER -1816 1 3 15196° 69 1116" 14° BASE SWEE -1915 6 9116" 11 1/ 6° 1116" INSERT, FRONT -1864 1 112° 6 1118" REINFORCEMENT -1862 L' 118`1 � � 63 1/16" DRIP CAP -1817 608j� i 60 380 134* ►1 FILLER -1784T 118° 1 1118" 65 INSERT -, IN ACTIVE PNL -1849 19116'1 1116° 13/16° 1 68 INSERT, BACK -1865 .616 1.00 3 PVC GLAZING BEAD - 6084 518" 1116° 64 9116° HEAD COVER h I = , 1ro"I'mm-541. � _l1S DRIP COVER -1916 UPDATED PER 2010 FBC 11/14/201 SW 44TH AVE. A, FLORIDA 34474 EXTRUSIONS - IMPACT 6700 -8750 PMVN BY ADE TE: 121512011 PVC SWING DOOR 12 NO':CWS -64' . LETTER: A EET: 10 OF 1 PERIMETER SE BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE! �— BY OTHERS 1 114" MIN. EMBEDMENT [C] 3L4_ MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR 1/4" DIA. MASONRY ANCHOR.[C] — CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. b Dp cp•p p p •p 3.1/2°_ MIN. EDGE DIST. [C] VERTICAL SECTION FRAME (MASONRY) BY OTHERS 314"- MAX SHIM CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 3 MIN. 4z EMBEDMENT [C] PROPRIETARYANDCONFIDEMM 12/07/11 THE INFO UTATION CONTAINED W TM DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION R4 PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. I$ PROMBITED PERIMETER SEALANT - BYINSTALLER EXTERIOR F BY OTHERS LUCAS A. TURNER. FL P.E. 1 BY WOOD BUCK BY OTHERS. [A] 9 MIN. EMBEDMENT [CJ a e' INSTALLATION ANCHOR, a. 114" MASONRY ANCHOR. [C] INSTALLATION ANCHOR. 3/16" FLAT MASONRY ANCHOR —� THROUGHHINGE. [E] ° 2–UZ MIN EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS I IW MIN. EMBEDMENT [C] B HORIZONTAL SECTION LVFRAME (MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [8] SEE NOTE 2 &3, SHT 4 [C] SEE NOTE 4, SW 4 [D] SEE NOTE 6, SHT 4 [E) SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, 114" MASONRY ANCHOR [C] 21/2" MIN EDGE DIST. [C] d a e: d�•P��o: oo EXTERIORFINISH -- 62 BY OTHERS PERIMETER SEALANT BYINSTALLER r-I PERIMETER SE BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE! �— BY OTHERS 1 114" MIN. EMBEDMENT [C] 3L4_ MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR 1/4" DIA. MASONRY ANCHOR.[C] — CONTINUOUS DOUBLE 3116" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. b Dp cp•p p p •p 3.1/2°_ MIN. EDGE DIST. [C] VERTICAL SECTION FRAME (MASONRY) BY OTHERS 314"- MAX SHIM CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 3 MIN. 4z EMBEDMENT [C] PROPRIETARYANDCONFIDEMM 12/07/11 THE INFO UTATION CONTAINED W TM DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION R4 PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. I$ PROMBITED PERIMETER SEALANT - BYINSTALLER EXTERIOR F BY OTHERS LUCAS A. TURNER. FL P.E. 1 BY WOOD BUCK BY OTHERS. [A] 9 MIN. EMBEDMENT [CJ a e' INSTALLATION ANCHOR, a. 114" MASONRY ANCHOR. [C] INSTALLATION ANCHOR. 3/16" FLAT MASONRY ANCHOR —� THROUGHHINGE. [E] ° 2–UZ MIN EDGE DIST. [C] SEALANT BETWEEN BUCK AND OPENING BY OTHERS I IW MIN. EMBEDMENT [C] B HORIZONTAL SECTION LVFRAME (MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [8] SEE NOTE 2 &3, SHT 4 [C] SEE NOTE 4, SW 4 [D] SEE NOTE 6, SHT 4 [E) SEE NOTE 6, SHT 4 INSTALLATION ANCHOR, 1° MIN. #12 WOOD ANCHOR. [D) i EDGE DIST. [DI EXTERIOR FINISH e 1 3B° MIN. EMBEDMENT. [DI 13/8" MIN. BY OTHERS 44 i 1 EMBEDMENT [DI Ste. 2 BY WOOD BUCK BY OTHERS. [A] 1/ MAX SHIM [B) ILA MAX. SHIM [B] PERIMETER SEALANT BYINSTALLER ❑ 2 BY WOOD BUCK BY OTHERS. 1° MIN. FRAME MEMBERS MUST BE FULLY EDGE DIST. [D) SUPPORTED. [A] CONTINUOUS DOUBLE 3116° BEADS OF SEALANT CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL POINTS BETWEEN FRAME AND SILL BY INSTALLER. BY INSTALLER. INSTALLATION ANCHOR, # WOOD ANCHOR. [D] INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [EI °•boa °oe o+ I MIN. PERIMETER SEALANT EMBEDMENT [Oj BY INSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 INSTALLATION ANCHOR, HOR20NTAL SECTION 181 SEE NOTE 2&3, SHT 4 114° ;'W MASONRY ANCHOR [Cj FRAME (WOOD) [CI SEE NOTE 4, SHT 4 PI SEE NOTE 5, SHT 4 19 SEE NOTE 6, SHT 4 CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT ggq��ll '�!!!"'J�III��II►►[IIII AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY PERIMETER SEALANT C BY OTHERS BY INSTALLER t 4 >D cD °p•D °•�� b, .D 'ap C p 1 114" MIN. 2 10 MIN. EMBEDMENT [C] s: EDGE DIST. [C) VERTICAL SECTION PRa+wETS D ANU IS HE SOLE 1OF CUSTOM THE )ow SYSTEMS. CONTAwm w rOD DRAW IN IS T OR PROPERTY OF CU THE ,/FRAME (WOOD) WwDOVV SYSTEMS, wC. ANY REPRODUCTION w PART OR AS A WHOLE WHTH01ff THE WRTfrE EN PERMISSION OF CUSTOM WwDOW SYSTEMS. INC. IS PROHIBITED P.E. INSTALLATION ANCHOR, 114° MASONRY ANCHOR [C] 21/7 MIN EDGE DIST. (C) o° i c ap app ap c° , EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BYINSTALLER I BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 114" MIN. EMBEDMENT [C] CONCRETEIMASONRY BY OTHERS 1 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 112" MAX. SHIM [B] CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONTINUOUS DOUBLE 3116" BEADS OF E AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 114° DIA. MASONRY ANCHOR [C] — CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETEIMASONRY BY OTHERS V4" MIN. �. 21I2° MIN EMBEDMENT [C] EDGE DIST. [Cl PROPRIErARYANO DONFmENrwL 12/07/11 VERTICAL SECTION THE NFORMATION CONTANED N THIS DRAWING L9 THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WMWW SYSTEMS. NC. ANY REPRODUCTION N PART OR AS A WHOLE WPMOUr THE W RffrEJ PERMISSION OF CUSTOM WNOOW SYSTEMS. INC. IS PROHBIffEO ]L! MAX SHIM [B] 1 BY WOOD BUCK BY OTHERS. [A] —� - -.I 1W MIN. EMBEDMENT [Cj INSTALLATION ANCHOR, 114° MASONRY ANCHOR. [C] tee° Q� Q• Q• p °d• m 2112° MIN e .a° EDGE DIST. [C] ° o a• —SEALANT BET TEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BYINSTALLER EXTERIOR FINISH BY OTHERS VERTICAL SECTION FRAME (MASONRY) REFERENCE NOTES: [AI SEE NOTE 10, SHT 1 [8] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 PI SEE NOTE 5, SHT 4 IEI SEE NOTE 6. SHT 4 LUCAS A. TURNER. FL P.E. INSTALLATION ANCHOR, EDGE . ST. #12 WOOD ANCHOR [D] EXTERIOR FINISH gBgQo 1 3/8" MIN. BY OTHERS eqo. EMBEDMENT [D] VA! MAX. SHIM [ej PERIMETER SEALANT BY INSTALLER 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 21METER SEALANT INSTALLER 2 lir MIN. EDGE DIST. [C] VERTICAL SECTION FRAME [WOOD) CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. - INSTALLATION ANCHOR, 1W DW MASONRY ANCHOR [Cj 1/4- MAX SHIM [B] 7 CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETEIMASONRY BY OTHERS -11W MIN. EMBEDMENT [C]'o� PROPW@TARYAND60NFIDENTIAL 12/07/11 THS INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. PERIMETER SEALANT BYINSTALLER LUCAS A TURNER. FL 1318_ MIN. EMBEDMENT[D] r MIN. EDGE DIST. [D] INSTALLATION ANCHOR, #12 WOOD ANCHOR [0] 2 BY WOOD BUCK BY OTHERS. [A] EXTERIOR FINISH BY OTHERS REFERENCE NOTES: VERTICAL SECTION t m SEE NOTE 10, SHT 1 FRAME (1N000) IB] SEE NOTE 283, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6. SHT 4 Lucas A. Turner, P.E., MBA Evaluation Report 641A 2080 Mauve Ter. North Port, FL 34286 Ph. 941 - 380 -1574 December 7, 2011 Product Description: Series SD -8700, FD -8750, SLT -8710 PVC Swinging Door, LM Impact, 3'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44s' Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -641 A, signed and sealed by Lucas A. Turner, P.E. on 12/712011. 2) Test Reports NCTL- 210 - 3761 -1, 4A, -113, 4C, -2, and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AANL /WDMA/CSA 101/I.S.2 /A440 -2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/712011 Installation: Units must be installed according to approval document CWS -641A. Limitations of Use: This product: • May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with glass types and max. glass daylight sizes as shown in CWS -641A • Achieves design pressures of +/ -70 p.s.f. • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11- 0624.02 • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09 • Anchors indicated in CWS -641A shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. "411101r Lucas A. Tumer, P.E. 2011 -12 -07 17:53 -05:00 q 56201 Ler j, STATE OF �y.�0 % .mot 0- y g �0 �d,�r ., ; *Z0 �# z�. 12/7/11 Lucas A. Turner, P.E. FL PE #58201 10/19/13 Florida Building Code Online G 1 6 J j 9 BCIS Home Log In User Registration Hot Topic; Submit Surcharge i State &Facts ? Publications I FBC Staff •. BCIS site Map Links Search Busines_ ASTM E 1300 -04 2004 Professi I � duct Approval .USER: Public User ASTM E 1996 -06 Regulation PA TAS/201/202/203 1994 Product Approval Menu > Product or Aooiication Search > Appilratlon List > Application DetaB FL # FL14843-RI Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 ndafevre@cws.cc Authorized Signature Michael LaFevre ndafevre@cws.cc Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Jeff Thorrpson Address /Phone / Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 jthompson @cws.cc Category Windows Subcategory Horizontal Slider 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 Turner Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE 12 Validation Checldist - Hardcopy Received Certificate of Independence F 1480 gj CpI Evalgep CWS -638.A (HS -8600. XOX. IMP-ACT).Ddf Referenced Standard and Year (of Standard) Standard Year AAMAWDMA/CSA/101 /I.S.2/A- 440 -05 2005 ASTM E 1300 -04 2004 ASTM E 1886 -05 2005 ASTM E 1996 -06 2006 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14843 RI Eauly HS 8600 Eaulvalencv odf Sections from the Code http slAimwfloridaWIcOng.org /pr /pr app fi. aspOWarrF- wGEVXQvADquHlFzfepouvWMBso3F16ioNljlrpj p /p2biJoGIr>eMlvP /oWd /o3d 112 10/19113 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12116/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Products 'FL* Model, Number or Name Description 14843.1 HS -8600, XO or OX, Impact HS -8600, 2 Panel, Horizontal Slider, Impact. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +N /A / -N /A Installation Instructions I FL14843 Rl II CWS 644A (HS 8600 2 Panel HI DP, IMPACT) Ddf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports other. Large Missile, DP +/- 120 psf on Max. size of 62" x 54 ", DP FI 14843 R7 AE DuPont SGP NOA 11 -0624 02.odf +/- 90 psf on Max. size of 74" x 63 ". Safety glazing required above FL14843 R1 AE EvaIReD CWS -644A (HS -8600. 2 Panel, HI DP. 30 ft. in HVHZ. All panels removerable ONLY from interior. IMPACT).odf FL14843 Rl AE Mikron NOA 11 -0830 09 Ddf i Created by Independent Third Party: Yes 14843.2 HS -8600, XO or OX, Impact HS -8600, 2 Panel, Horizontal Slider, Impact. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14843 gi it C S -o"= (H-S -8600 2 oaner Lo OP Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, DP +/- 60 psf, Max size 74" x 63 ". Safety glazing required above 30 ft. in HVHZ. All panels removeable ONLY from Interior. IMPACT).Ddf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14843 Rl AE DuPont PVB NOA 11 -0624 01 odf FL14843 R1 AE EvaIReD CWS 662A (HS 8600 2 Panel, Lo DP IMPACT).odf FL14843 Rl AE Mlkron NOA 11- 0830 09 Ddf i Created by Independent Third Party: Yes I 14843.3 HS -8600, XOX, Impact HS -8600, XOX, Horizontal Slider, Impact. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL14843 R1 H CWS 638A (HS -8600 XOX IMPACT) Ddf Verified By: Lucas Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +N /A/ -N /A Evaluation Reports Other. Large Missile, DP and sizes shown on installation drawings. FL14843 R1 AE DuPont PVB NOA 11 -0624 01 Ddf Safety glazing required above 30 ft. in HVHZ. All panels rernoveable ONLY from interior. FL14843 Rl AE DuPont SGP NOA 11 -0624 02.odf FL14843 111 AE EvaIReD GWS-638A (HHS -8600. XOX. IMPACT).odf FL14843 R1 AE Mlkron NOA 11 -0830 09.adf Created by Independent Third Party: Yes -7 7, Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850- 487 -1824 The State of Florida Is an AA/EEO employer. CoovNeht 2007 -2013 State of Florida :: Pdvacv Statement :,. Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not rent 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 45S, F.S. must provide the Department Wth an email address if they have one. The smalls provided may be used for official communication Wth the licensee. Honsver email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department Wth an email address 40ch can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dlck here . Product ��A.. p��prjjoval Accepts: 11 httpsIMmw .toridabdIcHrig.org /Pr/pr app o. aspWwarrFwGEWQMDquHlFzrePotiVAeSMBsO3FRBIoNljlrpja /`2biJoGneMlYa /o3da /aid � HORIZONTAL SLIDER ELEVATIONS (LARGE MISSILE IMPACT) 75 1/2° 111° MAX UNIT WIDTH UNIT WIDTH 36 7!8° 38 78' �GLAFS MAX SASH WIDTH 3T MAX SASH WIDTH~ MAX SASH WIDTH GLASS DLO ~II GLASS DLO 4 MAX SASH W IDTH j 'XOX° 1/3- 1/3-1/3 SASH °OX' (QUALIFIES BASED ON XOX) DESIGN PRESSURE RATING (XOX 1/3 -1/3 -113, XO, AND OX) - ±70 1311/2' MAX WIDTH ANCHOR DETAIL & NOTES ..................2 GLAZING DETAIL .... ..............................3 MAX, SASH WIDTH 823(8 °GLASS DLO SECTION VIEWS .... .............................4-5 BOM! EXTRUSIONS .............................. 6 INSTALLATION DETAILS ....................7 -8 X . O • X � 63' MAX UNR' HEIGHT 543!8° 591!4' GLASS MAX DLO SASH HEIGHT °XOX' 1!4.112 -1/4 DESIGN PRESSURE TIN (1/4-1/2-1/4) -+3i0 br GENERAL NOTES & ELEVATIONS..-...l ANCHOR DETAIL & NOTES ..................2 GLAZING DETAIL .... ..............................3 MAX, SASH WIDTH 823(8 °GLASS DLO SECTION VIEWS .... .............................4-5 BOM! EXTRUSIONS .............................. 6 INSTALLATION DETAILS ....................7 -8 � MAX. SASH WIDTH 671!4° MAX 2718° GLASS DLO MAX, SASH WIDTH 823(8 °GLASS DLO X . O • X � I -, A. Tumor, P.E. 2011 -12 -14 17:00 -M.00 -.7— PRtFRWFARY AND E TML 12/14/11 THE NFORMATION OONTANED N THIS DRAW WD IS THE SOLE PROPEF" OFCWTOM WNDOW SYSTEMS, NO. ANY REPRODI�11ON N PARTOR AS A WHOLE WRHOUTTHE WRITTEN PERMISSION OFGUSTOM W WDOW SYSTEMS, NC. IS 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:'XOX°,'OX°,'XO' 4. DESIGN PRESSURE RATINGS (SHEET 3) MAX - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS UNIT TABLES ASTM E -1300. H GHT - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURES 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 7-8 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Co-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 591!4° 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT MAX REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED SASH DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED HEIG PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. B. REFERENCE TEST REPORTS: A. 1/3- 1/3 -1/3 HORIZONTAL SLIDER 'XOX': NCTL- 210 - 3747.2, 2A B. 1/4- 1/2 -1/4 HORIZONTAL SLIDER *XOX": NCTL -210- 3747.3, 3A 9. SERIES / MODEL DESIGNATION HS -6800. 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 m FIXED SASH 12. SECTION CALLOUTS FROM °XOX° AND °OX° ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4 x 17/8' LOCATED 6" FROM BOTH ENDS. FL P.E. 'AN OF SASH 9 MAX AT •X° PANEL) A)(, OC (TYP. AT -0- PANEL) — 6" �4T SEE NOTE 2 (jyp AT °X• PANEL) s° 4• `4- 127/1 S" (TYP. AT -0- PANEL) SEE NOTE 2 � 7A 6° 8° x0cay / I 1 I I I I I INSTALLATION ANCHO (rYP) g B THRU FRAME (MASONRY AND WOOD) DP70 XOX (1/3- 1/3 -1/3) A THRU FRAME MASONRY AND WOOD) DP60 XOX (1/41/2 -1/4) M X` SPANOF (TYP. AT • PANEL) .� 4° SEE NOTE 2 MAX OC 9 3116' (TYP. AT °0° PANEL) t 6' s• NOTES: iMAX OC (TYP) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ABCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.1/4° DIA. ELOO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4' 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. &12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 SW INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1• SHALL BE ACHIEVED IN EITHER DIRECTION. 6. 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. 7. 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. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G4.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 8. 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), FMA/AAMA 200(FLANGE WINDOWS), *v�� FMAMIDMA 250(BOX WINDOWS), FMAIAAMAANDMA 300(EXTERIOR DOORS). r'" 10. ANCHORS MAY BE INSTALLED IN EITHER TRACK SHOWN WHEN BOX FRAME PROPF A" AN gna 121141 THE INFORMATION CONTAINED IN THIS DRAWMO W THE SOLE PROPERTY OF CUSTOM INSTALATION IS USED AS SHOW ON PAGE 8, BUT ARE ONLY REQUIRED TO BE WINDOW SYSTEMS, MO. ANY REPRODUCTION M PART OR AS AWHOLE WITHOUT THE INSTALLED IN ONE TRACK. WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. C 0 THRU FRAME (MASONRY AND WOOD) DP70 OX FL P E 56201 1 A I UPDATED PER 2010 FBC No 98201 }*; � 1800 SW 44TH AVE. M * - OCALA, FLORIDA 34474 ice` NCHOR SCHEDULE STAT&� .fie '8600 INSTALLATION ANCHOR (fYP) D 11/11/20111 LARGE MISSILE IMPACT X EF D � 11/11/2011 Wo NO.: CWS -638 ER: A HFF'f: 2 OF 8 i C 0 THRU FRAME (MASONRY AND WOOD) DP70 OX FL P E 56201 1 A I UPDATED PER 2010 FBC No 98201 }*; � 1800 SW 44TH AVE. M * - OCALA, FLORIDA 34474 ice` NCHOR SCHEDULE STAT&� .fie '8600 INSTALLATION ANCHOR (fYP) D 11/11/20111 LARGE MISSILE IMPACT X EF D � 11/11/2011 Wo NO.: CWS -638 ER: A HFF'f: 2 OF 8 GLASS TYPE A DESIGN MAMMUM SASH GLASS FIXED GL 1118" OVERALL MODEL SILL RISER PRESURE SEZE TYPE TYPE 3/16* ANNEALED OR TEMPERED XOX(1 14- 1/2 -1/4) NONE +551 -60 13112'x63' B A 12' AIR SPACE 1793 a60/ -60 131 12' x 63' B A 7 /16' LAMINATED 1877 i60 %60 131 12" x 63" 8 A 3/16' ANNEALED OX(EQUAL) NONE +55/ -70 75 12" x 63" C C ..080 (SGP) SENTRY GLASS IONOPLAST INTERLAYER 1793 +701-70 75 12" x 63' C C .3116* ANNEALED 1877 +701-70 751/2' x 63" C C PURFECT GLAZE -W XOX(1/3 -1/3 -113) NONE +55/ -70 111 "x63" C C OR SIKAFLEX 552 1793 +70/ -70 111" x 63" C C 1877 +70%70 ill "x 63" C C GLASS TYPE 16 A 1 118. OA. (3 /16 "AN -AIR [7/16- LAMI(3 /I6 "AN -.090 srP- 3/16"AN)) GLASS TYPE A 1 11W OVERALL 3116* ANNEALED OR TEMPERED 518- AIRSPACE 5/16* LAMINATED 1A1" ANNEALED O DUPONT PVB 11W ANNEALED (i PURFECTGLAZE'W J" OR SIKAFLEX 552 GLASS TYPE C 1 1/6' OVERALL 311 S" ANNEALED OR TEMPERED 518' AIRSPACE 5/16- LAMINATED 1/8' ANNEALED .080 DUPONT PVS 118" ANNEALED i PURFECT GLAZE -H' OR SIKAFLEX 552 GLASS TYPE B ,Y-- - PROPMETARY AND CONFlDEwnAL 11114/11 THE Q4FORMlATION OONTAMD INTHS DRAW WO IS THE SOLE PROPERTY OF CUSTOM WNDOW SYSTEMS, INC. ANY REPRODUCf10N M PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, M. IS PROHM"W. LUCAS A. 11/8" OA. (3 /16'TEMP -AIR- [7/16" LAMI(3 /16 "AN -.090 SGP- 3116"AN)) B I I /S" OA. (3 /16 "AN -ATR- [5/16" LAMi(iB -AN -.090 PVIS- 118 "AN)1 1 IW OA. (3/16 "TEMP- AIR - [5/16' LAMI(1/B -AN -.090 PV13- 1/8 "AN)] C 1 I/8. OA. (3/16 -ANN- AIR - 15/16" I AMI(IA)"AN-.105 PVB- 1/S'AN)l 11/8" OA. (3 /16 "TEb4P- AIR - [5/16" LAMI(1/8 "AN -.105 PVB- IB -AN)I UPDATED PER 2010 FBC 11/11/20111 No smi %: A l 1900 SW 44TH AVE. Z it - OCALA, FLORIDA 34474 a1 GLAZING DETAIL - LARGE MISSILE IMPACT STATE OF -Ws: 8600 D Y: AAJ/fEF I 11/11/2011 0R$A+ EL: aNO.: �« ...... HORZ. SLIDER 1:1 CWS -838 +„i�yxiMM'�� v. A H 3 OF 8 SECTION VIEW A•A ALTERNATE RISER SECTION VIEW B-B FRAMES MAY BE USED WITH OR WITHOUT FLANGE(OPTIONAL, SEE INSTALLATION OPTIONS, PGS 7-8) PROPRIETARY AND CONFIDENTIAL 12/14111 THE u- ORMATM CONTAWED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WMOW SYSTEMS, PIC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, W- IS PROHIBITED. FL P.E. 58201 SECTION VIEW D•D ALTERNATE RISER 1;4;t-- PROPRIETARY AND CONFItHMAL 12114111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WRmOW SYSTEM, MC. ANY REPRODUCTION IN PART OR AS A WHOLE WMIOUT THE WRITTEN PERMISSIQN OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISTTED. FRAMES MAY BE USED WITH OR WITHOUT FLANGE(OPTIONAL, SEE INSTALLATION OPTIONS, Pas 7-8) 1/18•j 718° 5/16° 18 PVC FILLER S -8095 5l78'-�j IT— 2 1118° ALUM SILL RISER S -1877 NOTE: ALL ALLUMINUM EXTRUSIONS ARE 6063 -T6 ITEM 24 NOT USED IN THIS PRODUCT. 3 II �■1 ■!�iit t I �i PVC FRAME H-SD89 -231W 5/18° y8• Lr4q 0 it 2112° 13(18" � 6° AL PVC SASH LIFT RAIL H-6090 PVC GLAZESEAD S-S096 ALUM MTG RAIL S -1790 5116° L � ilia °+lip ALUM SILL RISER 5-1793 IT�2 1/15- 1116' 1 1118• 1 ALUM FRAME FILLER S -1789 ii /t 6° �1 5(18• 11/16 t 15J16° 6 UM PNL CATCH 5-1851 a 3/t8° ALUM REINFF H -1787 15/It6• 8 L ALUM HD REINF. -1798 1 3/4• 1118' 13/ " 14 ALUM FIXED PNL SUP S-1650 1314° 1118° 13/18" i_ 18 ALUM TOP HOOK -1852 PART# IDESCRIPTION 1 6t8' --j VENDOR MATERAIL 11H-61381) JOUTERFRAME MICRON PVC 2 H-6090 ISASH PULL RAIL MICRON PVC 3 H-6091 SASH INTERLOCK MICRON PVC 4 H-8092 FIXED MEETING RAIL MICRON PVC 5 H-S093 TOP / BOTTOM RAI. MICRON PVC 6 H -1787 PNL REINF. TOP / STM KEYMARK ALUM 7 H -1791 SCREEN FRAME KEYMARK ALUM 8 H -1792 SPREADER BAR KEYMARK ALUM 9 H -1798 PNL HD REINF. SIDES KEYMARK ALUM 10 S -1789 FRAME FILLER KEYMARK ALUM 11 S -1780 FMR INTERLOCK KEYMARK ALUM 12 S -1877 SILL RISER, 1 1/2° KEYMARK ALUM 131S-1794 ROLLER TRACK KEYMARK ALUM 141S-18W FIXED PANEL SUPPORT KEYMARK ALUM 151S-1851 PNL CATCH KEYMARK ALUM 18 S -1852 FRAME TOP HOOK KEYMARK ALUM 171S-1905 FRAME REINF., OUTER CAVITY KEYMARK ALUM 18 S -1906 FRAME REINF., INNER CAVITIES KEYMARK ALUM 19 S-6095 INSTALLATION HOLE FILLER MICRON PVC 20 S-W9S GLAZEBEAD MICRON PVC 21 P -3028 1/8° SETTING BLOCK FRANK LOWE RUBBER 22 P -3159 #6 x 1 -1/4° PH,FLATTEK FASTENAL STEEL 23 P -3302 WSTP.:330H x .t87BACK (FRAME) ULTRAFAB 25 P- 3541 #8 x 1/2° PH,PAN,TEK FASTENAL STEEL 26 P- 3542 #8 x 1° PH,PAN,SMS FASTENAL STEEL 271P-M7 #8 x 1 PH,FLAT,TEK FASTENAL STEEL 28 P-3783 SPRING LOCK INTERLOCK ZING 29 P-3784 SPRING LOCK KEEPER INTERLOCK ZINC 30 P- 4051 #8 x t -1/2° PH,FLAT,TEK FASTENAL STEEL 31 P4268 #8 x 1° PH,PAN,TEK FASTENAL STEEL 32 P-4479 WEEP COVER M &M NYLON 33 P-4633 #8 x 3/4° BINDING POST/ SCREW FASTENAL STEEL 34 P4730 #8 x 112° MOD. TRUS PHIL TEK FASTENAL STEEL 35,P-4752 ROTARY SWEEP LOCK SULLIVAN ZINC 3S P-4952 SWEEP KEEPER SULLIVAN ZINC 37 P-5217 #12 x 2 HEX WASHER HD SMS FASTENAL STEEL 39 P -3443 HENKEL PERFECT GLAZE °H° OR SICAFLEX SW HENKEL/SIKA SILICONE 40 P-49M ROLLER ASSEMBLY M &M NYLON 41 GLASS SEE SHEET 4 SASH 42 GLASS SEE SHEET 4 FIXED 43S-1793 S0.L RISER, 1° KEYMARK ALUM 1/18•j 718° 5/16° 18 PVC FILLER S -8095 5l78'-�j IT— 2 1118° ALUM SILL RISER S -1877 NOTE: ALL ALLUMINUM EXTRUSIONS ARE 6063 -T6 ITEM 24 NOT USED IN THIS PRODUCT. 3 II �■1 ■!�iit t I �i PVC FRAME H-SD89 -231W 5/18° y8• Lr4q 0 it 2112° 13(18" � 6° AL PVC SASH LIFT RAIL H-6090 PVC GLAZESEAD S-S096 ALUM MTG RAIL S -1790 5116° L � ilia °+lip ALUM SILL RISER 5-1793 IT�2 1/15- 1116' 1 1118• 1 ALUM FRAME FILLER S -1789 ii /t 6° �1 5(18• 11/16 t 15J16° 6 UM PNL CATCH 5-1851 a 3/t8° ALUM REINFF H -1787 15/It6• 8 L ALUM HD REINF. -1798 1 3/4• 1118' 13/ " 14 ALUM FIXED PNL SUP S-1650 1314° 1118° 13/18" i_ 18 ALUM TOP HOOK -1852 t /4LI r iL/2• � ^� ALUM CNTR BAR H -1792 PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ROWWUStONIBOM - LF 8600 iAODEL HORZ. SLIDER 9/16° 7 1116• ALUM SCAN RAIL H -1791 11/11/20111 AAJrrEFr- -; 11/11/2011 6OF8 1 6t8' --j LUCAS A TURNER, FL P t 11/16° 1 9/18' 2 7116' 1/18° S _ �tEt110RE1i'fl �a4J� $ kqp 1116° 1116° 'Itl6° _ ,. °• P%a 5S2D'$ ALUM REINF. - INS ALUM RENF. -1906 g PVC SASH SIDE RAIL H -9093 x`sTATE 4F 12/14OI�TOM w��i °° R' !`,f TFErt�&ORAAATMxd CONTAINED AM WRA INO MLLE PROPERTY OR AS A W1,101A TtHE "Y .R•�i WINDOW SYSTEMS, VMTa1 PERMISSION OF �TTOOM WWII SYSTEMS, M 15 H78 rl). 411 "10% t /4LI r iL/2• � ^� ALUM CNTR BAR H -1792 PER 2010 FBC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ROWWUStONIBOM - LF 8600 iAODEL HORZ. SLIDER 9/16° 7 1116• ALUM SCAN RAIL H -1791 11/11/20111 AAJrrEFr- -; 11/11/2011 6OF8 EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLA BY INSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER BYINSTALU EXTERIOR T BY OTHERS 1 114' MW EMBEDMENT ZJX MIN EDGE DIST [Cl [C1 CONCRETE(MASONRY BY OTHERS ♦ s � SEALANT .� o . .� s . �, $ o . :� o • . • o � s OPE BUCK AND OPENING BY OTHERS • • • • I' MIN _ • ., v y •�•' CONTINUOUS DOUBLE 311(' BEADS OF SEALANT EDGE DIST (D) e�:°•�: •:f�: •: %. 1 BY WOOD BUCK BY OTHERS AROUND PERIMETER AT ALL INDICATED [A] POINTS BETWEEN FRAME AND BUCK INSTALLATION ANCHOR, L— IN R #12 WOOD SCREW [01 114• MAX SHIM [el 2 BY WOOD BUCK CONTINUOUS DOUBLE 3H6° BEADS OF SEALANT BY OTHERS (A) AROUND PERIMETER AT ALL INDICATED �I 6 TTl POINTS BETWEEN FRAME AND BUCK AV INCTAI I FR_ _ .. .... SEALANT BETWEEN BUCK AND OPENING BY OTHERS 114° DUL [Cl INSTALLATION ANCHOR, 1A4• DIA. MASONRY ANCHOR [C) SEALANT UNDER SCREW HEAD BY INSTALLER ROUND PERIMETER AT ALL POINTS BETWEEN FRAME BYINSTALLER. 114' MAX SHIM [B1 .. _ ° D • > D: D . b p . n 1 1/4' MIN EMBEDMENT D° R ► D . o ' ° P e D . Q D b' ° - ° ° • ► CONCRETE/MASONRY D . D' w °D ► D D - ►D • ►D D • b D . Ii BY OTHERS 2 itr MIN EDGE DIST [C] . A VERTICAL SECTION PROPWETART AND ( BMAL 12!14/11 THE 7 FRAME (MASONRY) WN.)DOW SYSTEMS INC. REPRODU=ON M PART OR� A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SEALANT BEHIND BYINSTALLER EXTERIOR FINISH BY OTHERS 81 HORIZONTAL SECTION 7 FRAM (2X WOOD B ) TE: HEAD AND JAMB IMILAR FOR 28Y INSTALLATION. ILL INSTALLATION SAME AS HO BELOW. REFERENCE NOTES (A) SEE NOTE 10, BHT 1 [Oj SEE NOTE �4, BHT 2 (D) SEE NOTE 6, SHT 2 IBY WOOD BUCK BY OTHERS [A] CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. INSTALLATION ANCI101 #12 WOOD SCREW. 101 Rrvu nOUn or InaInu�n. e' 2� MIN EDGE DIST I ll2' MW EMBEDMENT lcl BY INSTALLER. INSTALLATON ANCHOR. BY INSTALLER CONCRETEMNASONRY BY OTHERS • e:• • e • �• • s• e' �• °° • e' • ° . . o SEALANT BETWEEN A BUCK AND OPENING BY OTHERS �[/j. MAX SHIM �• ° , ° • ° $ . • ° • • ° • EXTERIOR FINISH . ° • ' e ' 4 BY OTHERS .'....:+. ° 1 BY WOOD SUCK BY OTHERS [A) • . ••• D o D. o °D PERIMETER SEALANT BY INSTALLER Eff . e - -� ll4' MAX SHIM PERIMETER SEALANT BY INSTALLER op °rO 161 BY OTHEREMIASONRY [BJ ' • ' •b: • D ° D • • ° D ° e SEALANT BETWEEN BUCK ' • q ° ° ° ° • OTHERS AND OPENING BY OTHERS . A Ow' BY • D • ° APPLIES TO HORIZ OR VERT. SECTIONS W INSIDE OR OUTSIDE TRACK, • p e p CONTINUOUS DOABLE 311(° BEADS OF ' •' SEALANT AROUND PERIMETER AT ALL 'Z 'z 1 I/e MIN EMBEDMENT [C1 C INDICATED POINTS BETWEEN FRAME ! NA IBY WOOD BUCK BY OTHERS [A] CONTINUOUS DOUBLE 3116° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. INSTALLATION ANCI101 #12 WOOD SCREW. 101 Rrvu nOUn or InaInu�n. e' POINTS BETWEEN FRAME AND BUCK PERIMETER SEALANT BY INSTALLER. INSTALLATON ANCHOR. BY INSTALLER [C4]' DIA. MASONRY ANCHOR. �[/j. MAX SHIM OUTSIDE INSIDE EXTERIOR FNISH a i ;r•. BY OTHERS p e•O. ° De •° D '° D. e D o D. o °D PERIMETER SEALANT BY INSTALLER Eff ° D•e. �o•oD e•ep op °rO 161 EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR. 114° DIA. MASONRY ANCHOR. (CJ SEALANT UNDER SCREW HEAD BY INSTALLER J CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED C HORIZONTAL SECTION \"Bj ALTERNATE BOX FRAME WITH OPTIONAL OUTER TRACK ANCHORS WASONRY) INTO 1X WOOD BUCK FL P.E 58201 BY INSTALLER L" MIN 1 EDGE DIST [D) 2 BY WOOD BUC� BY OTHERS [AJ L° MIN EDGE DIST [0 SEALANT BETWEEN BUCK AND OPENING BY OTHERS D HORIZONTAL SECTION g ALTERNATE BOX FRAME WI OPTIONAL OUTER TRACK ANCHORS(2X WOOD) O E: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION ILL INSTALLATION SAME AS HOWN BELOW. REFERENCE NOTES: (A] SEE NOTE 10. SHT 1 PI SEE NOTE 20, SHT 2 ((Cjj SEE NOTE 4, SHT 2 [D] SEE NOTE 5, BHT 2 POINTS BETWEEN FRAME AND BUCK PERIMETER SEALANT BY INSTALLER. BY INSTALLER �[/j. MAX SHIM OUTSIDE INSIDE EXTERIOR FNISH BY OTHERS p e•O. ° De •° D '° D. e D o D. o °D D. g D•° t& MIN EMBEDMENT Eff ° D•e. �o•oD e•ep op °rO 161 •b: • D ° D • • ° D ° • ° • ° ° ° ° ° • OTHERS D° e D D . b D • o Ow' BY • D • ° APPLIES TO HORIZ OR VERT. SECTIONS W INSIDE OR OUTSIDE TRACK, • p e p (ANCHORS MAY BE DEPENDING ON ACCESSIBILITY) 2112° MW EDCNE DIST [c) 'Z 'z 1 I/e MIN EMBEDMENT [C1 C VERTICAL SECTI� PROPRIETARY AND C'ONFMEw AL 12/14/11 g THE INFORMATION CONTAINED wTHIS DRAWWO IS THE BOLE PROPERTY OF CUSTOM ALTERNATE BOX FRAME yYg�pW BYSTEMS.ONC. ANY REPRODUCTION ON PAILT OR A6 A WHOLE WITHOUT THE WITH OPTIONALOUTER WRITTEN PERA08810N OF CUSTOM WINDOW BYSTEkLS, ONC. 4S PROHIBITED. TRACK ANCHORS (MASON" FL P.E 58201 BY INSTALLER L" MIN 1 EDGE DIST [D) 2 BY WOOD BUC� BY OTHERS [AJ L° MIN EDGE DIST [0 SEALANT BETWEEN BUCK AND OPENING BY OTHERS D HORIZONTAL SECTION g ALTERNATE BOX FRAME WI OPTIONAL OUTER TRACK ANCHORS(2X WOOD) O E: HEAD AND JAMB IMILAR FOR 2BY INSTALLATION ILL INSTALLATION SAME AS HOWN BELOW. REFERENCE NOTES: (A] SEE NOTE 10. SHT 1 PI SEE NOTE 20, SHT 2 ((Cjj SEE NOTE 4, SHT 2 [D] SEE NOTE 5, BHT 2 Lucas A. Turner, P.E., MBA Evaluation Report 638A 2080 Mauve Ter. North Port, FL 34286 Ph. 941- 380 -1574 December 14, 2011 Product Description: Series 8600 PVC Horizontal Slider Window, LM Impact, unit sizes 111" x 63" XOX 1/3- 1/3 -1/3, 751/2" x 63" XO equal split, 131 ' /2" x 63" XOX 1/4- 1/2 -1/4 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 -638A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports NCTL- 210 - 3747 -2, -2A, -3, and -3A 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 2005 3) Supplemental Calculations to support CWS -638A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed according to approval document CWS -638A. Limitations of Use: This product: • May be used up to sizes indicated above, with glass types and max. glass daylight sizes as shown in CWS -638A • Achieves design pressures of + / -70psf for 1/3- 1/3 -1/3 or XO, and + / -60psf for 1/4- 1/2 -1/4 • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 R of grade (I.G. units tested with monolithic annealed outboard lites were also tested to TAS 201/202 Struct. /203 94 with fully tempered outboard lites in the above - referenced test reports.) • Anchors indicated in CWS -638A shall be pan or hex head type and shall have a head or washer (integrated or separate) diameter of 0.420" min. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Tumer, P.E. 2011 -12 -14 17:01 -05:00 1 Lucas A. Turner, P.E. FL PE #58201 No 50201 04 12/14/1 � ,Z 7P STATE OF +►t��rcr��o 1 Lucas A. Turner, P.E. FL PE #58201 0 8/19113 Florida Building Code Odin Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Cal Lady Address /Phone /Email "?Z n vm 4rS BCIS Home Login (. User Registration Hot Topics -: Submit Surcharge Stats & Facia 3 Publications FBC Staff # BCIS Site Map I Links Search i 3uf�si�nSges {yi duct Approval cledy @cws.cc ��ess�IQkI WP-R: Public User Subcategory Mullions Regulation Product Aooroval Menu > Produet or Aoolication Search > Aoollcation List > Appacatlon Detail u� =^ FL # FL9520 -R4 xr- Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address /Phone / Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Cal Lady Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 cledy @cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E 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 By Steven M. Urich, PE ° Validation Checidist - Hardcopy Received Certificate of Independence FL-9520 R4 COI EvalRep CWS 836 (3 in Mull Impact) odf Referenced Standard and Year (of Standard) Standard AAMA 450 -06 ASTM E1886 -05 ASTM E1996 -09 PA TAS 201/2021203 Equivalence of Product Standards Certified By Sections from the Code Year 2006 2005 2009 1994 flaridabWlcUng.org/pr/pr—app dtl.aspc?paranFwGEVXQ vADq% 4HmndRWcZl2gTuy pub1NczUNi3dRPWo3d 12 8/19/13 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online Method 1 Option D 10/30/2012 10/30/2012 11/02/2012 12/04/2012 FL * j I Model, Number or Name ii 9520 1 — 3" Alum Tube Mullion — 3" Alum Tube Mullion, Horizontal & Vertical, Fin & Flange I ; applications. (IMPACT) LMlts of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R4 11 CWS -836 (3 In Mull Impact) Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvalBeD CWS -836 (3 in Mull. Immact).Ddf Created by Independent Third Party: Yes 9520.3 5 1/2" Alum Tube Mullion j 5 1/2" Alum Tube Mullion, Horizontal & Vertical, Fin & Flange i applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R4 II CWS -838 (5.5 in Mull, Ilmpact).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvalReo CWS 838 (S.5 in Mull Impact) Ddf Created by Independent Third Party: Yes I$ae §c. NexC Contact Us :: 1940 North Monroe Street. Tallahassee PL 32399 Phone: SSO- 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 Wth an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department Wth an email address vhich 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: MINNOM ��t r floridabLdidng.org/pr/Pr_app 0 aspX tpwarrFwGEVXQwtDgAHwnuJRWcZ12gTuypub1NczUT Vi3dRPnP /o3d 212 9520.2 4" Alum Tube Mullion 4" Alum Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R4 H CWS -837 (4 In Mull. Irrmact).odf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. Large Missile Impact; See Installation Instructions and FL9520 R4 AE Eva1ReD CWS -837 (4 in Mull. Imoact).odf Evaluation Report for complete list of Limitations and Conditions of Created by Independent Third Party: Yes Use. I 9520.3 5 1/2" Alum Tube Mullion j 5 1/2" Alum Tube Mullion, Horizontal & Vertical, Fin & Flange i applications. (IMPACT) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile Impact; See Installation Instructions and Evaluation Report for complete list of Limitations and Conditions of Use. Installation Instructions FL9520 R4 II CWS -838 (5.5 in Mull, Ilmpact).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvalReo CWS 838 (S.5 in Mull Impact) Ddf Created by Independent Third Party: Yes I$ae §c. NexC Contact Us :: 1940 North Monroe Street. Tallahassee PL 32399 Phone: SSO- 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional 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 Wth an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department Wth an email address vhich 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: MINNOM ��t r floridabLdidng.org/pr/Pr_app 0 aspX tpwarrFwGEVXQwtDgAHwnuJRWcZ12gTuypub1NczUT Vi3dRPnP /o3d 212 4" MULL BAR ELEVATIONS SHOWN W/DIFFERENT OPTIONS ANCHOR CLIP Mw— EXAMPLE PVC WINDOW WITH HORIZJVERT. MULLIONS (FOR SECTION VIEW CALLOUTS ONLY) GENERAL NOTES & ELEVATIONS ........... I ANCHOR SCHEDULE ..... ............................2.4 EXTRUSIONS & B. O. M ... ............................6-6 MULL BAR SECTION VIEWS .....................7 -S INSTALLATION DETAILS ...........................e -10 EXAMPLE PVC WINDOW WITH VERTICAL MULLION (FOR SECTION VIEW CALLOUTS ONLY) Lucas Tumor 2012 -10-26 11:30 -04:00 1 z PROPRIUARY AND CONF*WENTWL 10126/2012 THE U;DIS LOTION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CLWOM WINDOW SYSTEM, NO. ANY REPRODUCTCN IN PART OR AS A WHOLE WITHOUT THE WRMEN PERMISSCN OF CUSTOM WINDOW SYSTEMS, INC. IS PROHSHTED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHITS 3A) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063 -T6 ALUMINUM A. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE (SHEETS 3.4) 5. 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 LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. S. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 9. 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-MTERSECTED MULLED UNITS MAY BE MULLED INDEFINITELYAS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR C&-l.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 1] NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3116' DLk OR 114° DIA. ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1114' 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 7/8° SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314° SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNITS) 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 PAST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 -1/8° THICK MIN., 6063 T5 MIN. E. STEEL -.0W THICK MIN., 33 KSI MIN, 7. 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), FMAIWDMA 250 (BOX WINDOWS), FMA/AAMMNDMA 300 (EXTERIOR DOORS). PROPIUSTARY AND COWIDENTYLL 10/26/2012 THE MPORMATION CONTAINED M THIS ORAW ING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PEFUSS WN OF CUSTOM WINDOW SYSTEMS, MC. IS PROHIBITED. TWIWrRtPLE Design Pressure Chart, PSF, for Ncn- Wersected Impact PVC 4' Mu10M H-1758, WO 1522 cOPs using lour (4) @10 scrsws or 3110° tPN TapcoOs par each owl of mLdlkm HORIZONTAL MULLION 139 t4s 319 1 114 OPENING SIZE L _ _ _ _ _ _ MULL LENGTH ---�- G TWIN TRIPLE TT HORIZONTAL MULLION HORIZONTAL MULLION IIy N �L L I�- MULL LENGTH --I I� -MULL LENGTH �d E F TRANSOM OVER TWIN TRANSOM OVER TRIPLE VERTICAL MULLION VERTICAL MULLION r L t- i�- OPENING SIZE -�1 -I OPENING SIZEI► C TWIN TRIPLE VERTICAL MULLION VERTICAL MULLION LUCAS A. TURNER, FL P.E. 58201 11111f1lr2i ON OREW °,- No 5$2011 =, 1800 SW 44TH AVE. OCALA, FLORIDA 34474 0 '1t = 'n ' ANCHOR SCHEDULE 4° MULL BAR, NON - INTERSECTED `. SV STATE OF .40 10, . t , 'PVC MULL BAR AVM KY: ADE TE 09J27/2012 �- OPENING SIZE --4 --4 OPENINGSIZE� THE PR®+RmTARVa+OCOt�mERrwL 10/26/Z012 yrA •0A ID V. " G. A B Wwl@� PERMISSION M oF�REPROO KMO � THE SOLE PROPERTY OF WHOLE W MUr THE rd's `ON �aL iN" " 4 °ALUM. MULL NTS E : �OF 10 OYI]VATGS173i 39 45 Sf S7 6.a 6q 75310 81 87 q3 99 1073.x8 120 126 132 48314 120.0 L20A 120.0 ]20.0 lEOA 120.0 120A 1E0.0 120.0 120.0 120.0 120.0 128A 120A 120A 1ZOA 120A 120.0 53 t/8 120A 120A 120.0 120.0 120.0 120.0 118.6 115.1 1123 1103 109.1 lOBb 108.6 108.6 lO6b 108.6 108b 108.6 ST lEOA 120A 120A 120.0 1179 111.7 1865 IOA9 999 97b 96.0 94.6 943 943 943 943 943 T @A 63 120A 120A 119.6 1103 1029 97.1 9E.1 88S 85.4 829 809 789 TT9 77A 773 70A 70A 700 fiA 120.@ 12 @A 1088 f00.0 93.1 ITS 82.7 792 76.2 73.6 71.6 693 68.1 672 66.6 663 663 663 T2 120A 112.1 iD1A 93.1 063 81.1 765 73.1 70.1 67.6 BSS 632 609 60A 395 S92 '- liSb 1052 95A 87.1 80.7 75.6 71.1 679 649 625 60.4 58.1 Sfib SSS 54.7 54A SD 70.0 70.0 70.0 10.0 70A TOA 663 633 605 58.1 56A 53.7 2 Sl 1 501 � 84 70A T0.0 70A 70.0 70.0 665 6Z.4 593 56.6 542 52.2 49.9 +10.4 473 88 70A 70.0 70A 70A 673 62.8 588 SSA S32 50.9 48.9 46.7 42 7 @A 70.0 ?OA 69.1 638 59.4 55b 52.7 50.1 479 46.0 438 � 96 70.0 70.0 TOA 658 60.6 56.4 52.7 499 47.4 453 43.4 413 _ ...�� -: F.� .. •a ...,, �„ .,,.'�,,;. :. DOD PraeDlea Chart, PSF, for Nan- IMOnlected Impact PVC 4' Mullion H -1759, With 1787 cops t�klg #10 straws ar 3110` ITN Ta par each end of muliicn OPFNHeTGS1T.E a 34 45 SI 57 fii 6q 7531A Al 87 93 99 1073!8 114 L2D iZ6 f3Z f38 145378 4S 314 120A LE @A 120.0 120.0 120.0 120.0 128.0 tEQA I20A 120A 1208 120.0 1ZOA 1208 120.0 IZOA 120.0 120.0 53 118 120A 120A 120A 120.0 120.0 110.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120A IZOA 12@.0 120A 120.0 ST 120A I20A 120A 120A 120.0 LZOA 120A 120.0 120A 120.0 120.@ 1ZOA 120.0 120A 1208 120.0 120A 70A 63 120A 120A 120.0 1ZOA IZOA 12 @.0 1208 IZ0.0 120.0 120.0 120.@ 1175 116.0 1152 1149 70A 78A 700 6R 120.@ 12@A 120A 120.0 120A 120.0 120.0 1179 113.4 109.6 1065 ]032 1013 IODA 70A 70.0 7 @A 700 Z 72 120A 120.0 120A 120.0 120A 120A 113.9 1088 1043 1@0.6 975 941 70.0 70.0 70A 70A 700 T6 t20A 120A 12 @A 120A 120.0 112.5 1059 fOIA 96.7 93A 899 86.4 70.0 70.0 700 70A 8D 70.0 70.0 70A 70,0 70A 708 70.0 70A 708 70.0 T0.0 70.0 70.8 70.0 700 CF Ad 70A 70.0 70A 70,0 70A 70A 70.0 70A 708 70.0 70.0 70A 70.0 7 @A 88 J0.0 70.0 70A 7DA 70.0 70A 70A 70A 70A 70.0 695 673 4. 0A 70A 70.0 7 @.0 70A 70.0 70A 70.0 T0.0 685 652 46 0.0 70.0 70.0 70.0 70A 70A 70A 70A 69A 653 622 SSS Destgn Preasiva Chart, PSF, for Non•Ihtsrsected Mpad PVC 4' Mutlioti 1i -17Sg, with 1767 c8pa usir� stir (8) @12 screws m V4° ITN Tepixt� (DOBd concrete subetrffie onlYj par each ar� of mulOmi OPDNING SITE n.) 34 45 Sl 57 63 64 75310 n9 87 93 99 107318 114 I2D 126 332 138 483:4 120A 12DA 120.0 120.0 t20A 120.0 120A 120A 120.0 120A 1208 120.0 120A 120A 120.0 120A 120.0 120.0 531)8 120A 120A 120A 120.0 120A 120.0 120.0 120A I20A 120A 120A 120A 120.0 IIOA 120A 12 @.0 120A 120.0 S7 t20A 120.0 120A 120.0 120A 12 @A 120A 120.0 120A 120.0 120.0 1ZOA fZ0.0 120A 1208 120A 12 @A 7@ 0 m 63 1ZOA 1ZOA 12@.0 120.0 I20A 120.0 120A 120.0 120.0 120.0 120.0 120A 120.0 120.0 120A 70A 7DA 7@ 0 6A 120.0 LZOA 120.0 120.0 IEOA 120.0 120A 120A IZOA 120A IZOA 120.0 12@.0 119.7 TOA 700 70A 700 C�7r 72 1ZOA 120.0 120.0 120.0 120A 1208 120.0 I20A 1208 120.0 116.7 112b 70.0 70.0 708 70@ 700 ` 76 120.0 128.0 120A 120.0 120A 128A 120.0 120A 115.7 ll l3 107.6 1035 70.0 70 0 70 0 70A 80 84 70.0 70A 90A 70.0 70A 708 10.0 70.0 708 70A 70A 70.0 70A 70A 90.0 70A 70A 70A 70.0 70.0 78A 70A 70.0 708 70A 70.0 708 70A 700 r '' ' 88 70A 70.0 70A 708 70.0 708 708 70.0 108 70A 70.0 70A 70.0 92 7 @A 70.0 70.@ 7 @.0 70.0 70.0 70A 708 70.@ 70.0 70.0 672 - 96 70A 70.0 70.0 70.0 70A 70.0 70A ?OA 69.0 633 622 S85 Design Pressure Chart, PSF, for Intersected impact PVC 4r Mullion H -1759, with 1522 clips using kw(4)#10 screws or 3116° ITW Tapcow per each end of mullion OPEKINGSTLE n. ...................... _....__.__.._...._...._. 19 45 51 57 63 69 75 318 81. 87 93 99 110 3/8 114 120 126 132 138 145 3/8 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1183 106.6 103.4 985 94.0 899 86.2 82.0 423/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1143 107.4 1013 91.6 889 84.6 80.8 773 74.1 705 48 N4 120.0 120.0 120.0 120.0 120.0 120.0 1129 105.8 99.1 933 88.0 79.6 77.2 73.6 70.4 67.4 64.6 61.4 53118 120.0 120.0 120.0 120.0 120.0 1111 102.7 963 903 85.0 803 72.6 70A 67.1 64.2 615 59.0 56.2 57 120.0 120.0 120.0 120.0 111.2 102.8 95.0 89.1 83.6 78.7 743 673 653 623 593 57.0 54.7 52.1 63 1 120.0 120.0 118.6 108.1 993 91.8 85.0 79.7 74.8 705 66.6 60.4 58.6 S6.0 53S 51.2 k8 120.0 120.0 108.4 98.9 90.9 84 2 78.0 73 2 68.7 6 8 613 555 53.9 515 73.1 68.6 643 640 .8 575 522 69A 65Z 613 57.8 54.7 496 .... ... ............. ............. .. . Mullion H -1759, with 1767 clips using six (6) 4 10 screws or 3116° ITN Tapcons per each end of mullion 72 753/!1 120.0 119.7 112.1 106.2 101.4 939 925 87.7 85.1 BOJ 78.8 74.8 _._. Design Pressure Chart, PSF, .. for Intersected Impact ......_. PVC 4r - -� - OPPNINGSvz 39 45 51 1 57 63 69 74 318 81 87 93 99 110 318 118 120 126 132 138 145 J 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 423/4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 1103 105.0 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1185 114.9 109.6 104.7 1003 96.1 91.5 531t8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1195 1081 104.9 100.0 955 915 87.8 83.6 r 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 88.6 848 814 77.6 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111A 105.0 99.2 899 873 833 796 76.2 68 120.0 120.0 120.0 120.0 120.0 120.0 116.1 109.0 1023 965 91.2 82.7 803 76.6 72 75 318 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1173 1113 108 8 1033 1022 97.0 96.0 91.2 905 86.0 85.6 81.4 77.7 73.9 7S 4 Design Pressure Chart, PSF, for Intersected Impact PVC 4° Mullion H -1759, with 1767 clips using six (6) #12 screws or 1/4° IT1N .......... Tapcons (solid corxrete substrate only) per each end of mullion OPWINGSIM 39 45 51 63 69 753.18 81 89 93 9? 110310 114 120 126 132 138 141 318 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 aa 8 42 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1151 1095 53 118 120.0 120.0 120.0 K120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 1143 1095 105.1 100.1 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.4 111.0 106.0 1016 97.4 92.8 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.8 107.6 1045 99 7 953 91.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1155 1092 99.0 961 917 i 72 120.0 120.0 120.0 120.0 120.0 120 0 120.0 128.0 IISA 1083 1025 93.0 903 emara I 1200 120n 12a_n 1 19nn I 120J1 1 120.0 1 120.0 1 1162 1 1092 1 103.0 1 97A 1 88.4 TMWrRIPLE VERTICAL MULLION HORIZONTAL MULLION O rn I6 N -- -- R ( OR O ( �RS( I I (BELOW( OPENING SIZE -+i �IL MULL LENGTH H J PROPRETANYANDCONF ENTAL 10126112012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, NO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. A. TURNER. FL P wWDOWS & DOORS SW 44TH AVE. A, FLORIDA 34474 ANCHOR SCHEDULE, ,V MULL BAR, INTERSECTED PVC MULL BAR RAV ADE 09/27/2012 4° ALUM. MULL NTS CWS-837 Ltl 40F10 ITEM NO. PART NO. DESCRIPTION 1 H -1759 MULL,1 3/8'x 4 °, FLAT, PVC 2 S -1895 DRIP ADAPTER 3 S-1896 FLANGE ADAPTER 4 5.6018 MULL COVER 5 F- 1522 -014 RETRO FR MULL ANCHOR CLIP 6 F- 1522 -027 NEW CONSTRJFSJ ANCHOR CLIP 7 174767 -002 L -ANGLE 4P MULL CLIP, STANDARD (see sheet 5) 8 F- 1767 -006L L-ANGLE 4° WILL CLIP, FIN, LEFT (see sheet 5) 9 F- 1767 -005R L-/ WGLE4 " MULL CLIP, FIN, RIGHT (see sheet 6) 10 F- 1767-D07L 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 6) 12 #10 x 1 12°, PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 ICAULK #10 OR #12 HEX WASHER HEAD TEK SCREW `(see note below) 8 -1898 4° HOR2 MULLION CLIP, PVC M6 7 P -5132 MILLBAR CAP #10 HEX WASHER HEAD TEK SCREW #10 FH TEK SCREW *USE WOOD SCREW SIZE ( #10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 11!16° 1!2° �— .080 TOP VIEW 4 OUTSIDE �. –.- 2 3H6° �© L F -1522 - 027 NEW CONSTRUCTION / FIN INSTALLATION DRIP ADAPTER S -1895 31/2° 1114- 1 090 A FLANGE ADAPTER S -1896 47 HORZ. MULLION CLIP S-1 US TYP. FIN FRAME 1 (--1 13/16° 1 EF7— 4 079 PVC MULL COVER -6018 41W SCORE, BEND, AND BREAK .195 .160 11 TO REMOVE FIN LUCK 1 1 318' 1 ' NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063 -TB 4° MILLIBAR H- 1759 DETAIL %=y PROPRIB'rARYANO CD/FIDBNTt01. 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM, ING. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERM ION OF CUSTOM W WDOW SYSTEMS, INC. IS PROHIBITED, 3 716" 1 K(2)Qt ° — 7118° THRU (TYP) i WE THRU (TYP) T 7118° pUTgIDE I � 7/18° 1� 6/18, 11 -.4 5/16° 1 2 3/18° 5 —TS 118° - -- 47/8, RETRO CUP (4' F- 1522 -014 Net 513201 * i? : 1900 SW 44TH AVE. 5 OCALA, FLORIDA 34474 " * EXTRUSIONS & BILL OF MATERIALS - 4° MULL BAR STATE OF 40 E I W ,d"wk'.� PVC MULL BAR ADE 0912 CWS-837 6OF10 °T° MILLIBAR CUP °L° MILLIBAR CUP FRAME TYPE OPENING (F- 1622 -X701) (F- 1787 -X70Q NEW NOT RECOMMENDED F- 1767.002 FLANGE RETRO F- 1522 -014 F- 1767- 007(L&R) or F -1767 -002 NEW F- 1522-027 F- 1787405(L &R) FIN RETRO F- 1522 -027 F- 1767-06b(L&R) NEW NOT RECOMMENDED F- 1767 -M Box RETRO F- 1522 -014 F- 1767- W7(L &R) F- 1767-002 716" 1 K(2)Qt ° — 7118° THRU (TYP) i WE THRU (TYP) T 7118° pUTgIDE I � 7/18° 1� 6/18, 11 -.4 5/16° 1 2 3/18° 5 —TS 118° - -- 47/8, RETRO CUP (4' F- 1522 -014 Net 513201 * i? : 1900 SW 44TH AVE. 5 OCALA, FLORIDA 34474 " * EXTRUSIONS & BILL OF MATERIALS - 4° MULL BAR STATE OF 40 E I W ,d"wk'.� PVC MULL BAR ADE 0912 CWS-837 6OF10 — 7118° THRU (TYP) i WE THRU (TYP) T 7118° pUTgIDE I � 7/18° 1� 6/18, 11 -.4 5/16° 1 2 3/18° 5 —TS 118° - -- 47/8, RETRO CUP (4' F- 1522 -014 Net 513201 * i? : 1900 SW 44TH AVE. 5 OCALA, FLORIDA 34474 " * EXTRUSIONS & BILL OF MATERIALS - 4° MULL BAR STATE OF 40 E I W ,d"wk'.� PVC MULL BAR ADE 0912 CWS-837 6OF10 i 31 3 I 11 I 10 I I 31 31 6 718° 6 7/8° I I I 7116° (TYP) 114° (TYP) f I 3 718° 3 7/8° l 1518° I t 518° 1 3Ja O LI 318° aO I OUTSIDE OUTSIDE —2314— ° I 2 3W° I s s I L ANGLE 4° MULL CLIP, RETRO FLO (LEFT) F- 1767 -007L L ANGLE 4' MULL CLIP. RETRO FLO (RIGHT) F- 1767 -007R 3 3 ! 8 3° 3° 0 t` 6 7 Jt� � h!8 °� 6 7B" I 7/16° OOP) 114° (TYP) 318° „O O O i 1 518° 16/8, 411W 41W 0 i h 112° u i 2314- OUTSIDE 5° L ANGLE 4° MULL CUP, FIN (LEFT) F4767.00SL (WOOD CONSTRUCTION ONLY) C L ANGLE 4° MULL CUP, FIN (RIGHT) F- 1767-005R (WOOD CONSTRUCTION ONLY) PROPRRTARY AND COWMENTNL 10/26/2012 'ftiE MFORMATIOtd GONTAMED M THIS ORAWMO IS THE SOLE PROPERTY OF CUSTOM WMDOW 6Y6'(Epi4, MC. ANV REPRODUCTION M PART OR A$ A WHOLE W n)ioUTTHE WRITTEN PERMISSION OF CUSTOM W MDOW SYSTEMS, MC. IS PROH®ITIM 3° L 7 1!8° 6 7/8 T 7116° OYP) I rl I x-114° (rrP) T 6/18" (2)) 370 I 1 L I I - EUTSIDg 27116° (2X) 27116° M-1/2° (M LANGLE 4- MULL CLIP. STANDARD - F- 1767 -M FL P.E. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 4° MULL BAR �EMES: PVC MULL BAR RI IT: ADE DAB" 09127!2012 4° ALUM. MULL a NTSS -837 T' 6 OF 10 'T" MULLSAR CUP IV MULLBAR CUP FRAME TYPE OPENING (F- 1612 -)OM (F -1767 )OC ) NEW NOT RECOMMENDED F- 1767-002 FLANGE RETRO F- 1522 -014 F- 1767-007(L&R) or F- 1767 -M NEW F- 1622 -027 F-1767-MW) FIN RETRO F- 1522 -027 FAT67 -005W) NEW NOT RECOMMENDED F- 1767 -062 BOX RETRO F- 1522 -014 F- 1767- 007(L&R) F- 1767 -CM FL P.E. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS - 4° MULL BAR �EMES: PVC MULL BAR RI IT: ADE DAB" 09127!2012 4° ALUM. MULL a NTSS -837 T' 6 OF 10 SEAL BEHIND FLANGE - PRSEAL BEHIND IOR TO ATTACHING 1 ° 1 PRIOR TO ATTACHING 1 WINDOW APPLY SEALANT ALONG FULL WINDOW g; 1 LENGTH OF WINDOW FRAME 1 1 GROOVE PRIOR TO ATTACHING COVER 2 a o ° 4 DETAIL A FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL / A�HORIZONTAL MULL BAR SECTION A VERTICAVH-ORIZOtSfAL MULL BAR SECTION A HORIZONTAL MULL BAR SECTION 7 FRAME W I \ � 13OX FRAME WINDOW — ........ ........... .... ..... _.. ._.. ... .._ ....._ ._. .._._ ..... __ _......... ........... .._...__ _.....__... 1 APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL 1 LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE 1 IADAPTOR ADAPTOR 1 p l z n FIN MUST BE REMOVED I I r WHERE WINDOWS 3 CONNECT TO MULL DETAIL A DETAIL B DETAIL B SEAL BEHIND FLANGE PRIOR g LUCAS A. TURNER. FL P.E. 58201 SEAL BEHIND FLANGE PRIOR ' ' TO ATTACHING WINDOW TO ATTACHING WINDOW #egMi /ti�tl `� ^AGfLLfr:7Z _ Y0IDOW5 DOORS B VERTICAL MULL BAR SECTION ICAL MULL BAR SECTION 7 I SM01 A % .. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 + 4 xt SECTION VIEWS - e MULL SAR ASSEMBLY STATE OF ht« PROPR�TARYAND COWMENTNI. 10126!2012 . «;' V*ro �� Ems: PVC MULL BAR A ADE A 09/2712012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM °''A',aS+;� �:::iaw x �f�� 4° ALUM. MULL NTS G. CWS -837 WMiOUr THE L 7 OF 10 8 A 1 g 1 CD CD CD- . I lil CD I - ------- - -' - -- -III i III -- - -0 e Q � _;III III _..�:. ;- w. ;,II : 4. A 1 SECTION A -A TOP VIEW FIN FRAME t 9 1 18 SEE NOTES 1 & 2 (QTY 2 EA) 18 SEE NOTES 1 & 2 (QTY 1 EA.) 18 SEE NOTES 9 & 2 (QTY 2 EA.) 5° MULLBAR (H -1760) (SEE SEPARATE APPROVAL FOR 1 APPROPRIATE DP CHARTS) 1 11116° MAX EDGE DIST. 11/ 81 MAX. EDGE DIST. 11!18° EDGE D MAX. IST. WHORE MULLION CLIP SEE NOTE 1 (SEE NOTE 1) SEE NOTE 1 1 3° MULLBAR (H -1766) 1 1 APPROVAL FOR SEE SEPARATE (APPROPPRIAT DP 18 OR 18 (SEE NOTE 4) 18 OR 19 (SEE NOTE 4) 18 OR 19 (SEE NOTE 4) C 4° HORIZ. TO 3° VERT. MULLBAR SECTION C 4° HORIZ. TO 4° VERT. MULLSAR SECTION C 5° HORIZ. TO 4° VERT, MULLBAR SECTION FLANGE Y-` IN)5UW - -- B NOTES; LUCAS A. TURNER. FL P.E. 58201 1. SUDE CLIP INTO LOCATION AND SECURE WITH ITEM #18 AS SHOWN ABOVE. ttt� �ytrtttdd 2. PRE - DRILLED HOLES (MU HIV CUP 1897 OR 1898), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A ♦`�`� .� `�C9 ki: ' w+ 11WI)NDows MINIMUM CLIP EDGE DISTANCE OF 9/32°. �� g L,t i. $ ,'`✓asp, &DOORS ` 1900 SW 44TH AVE. 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR -TO- MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION p.e., HORIZONTAL THAN THE INTERSECTING MULL. b1 r > OCALA, FLORIDA 34474 OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, ;+ SECTION VIEWS - HORIZ TO VERT. 4° MBAR ASSEMBLY 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CUP. PRE -DRILL PILOT HOLE THRU ALL .�r rd " S� „` STA�1E�i E5: A E: MATERIAL. 10/26/2012 0. ' 1 rq' ;� PVC MULL BAR ADE 09/27/2012 rHEUVtorseaArro raconnAnuots�caeram� col�meNrwl Pao PEenoFCUSroaa IN THIS WINDOW AS A wmoL wmiouT THE IN ANY REPRODUCTION IN 'rr.�:F;;;�� +� rdjdd 4` ALUM. MULL NT$ CS . PART OR I6 N PERMISSION ET: OF810 D CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 1118- MIN. EDGE DIST. l8j SEALANT BETWEEN FRAME SEALANT BETWEEN 010 OR 012 WOOD SCREW FRAME AND OPENING ° AND OPENING BY OTHERS 1]L MIN. EMBEDMENT (B] -- �:`.._ _ - :•__ .._.,: -. ._..._. ... {C] 1 BY WOOD BUCK BY OTHERS [A] 2 BY WOOD BUCK BY OTHERS eD,o.ee [Al MIN. EDGE DIST. •aa F- {C] � REFERENCE NOTES: MULL BAR CUP 3116^ DIA. OR 114° DUL MASONRY SCREW D ° • ° • o ° o D �D (SEE NOTE 2) — — — — — I I I I {3] EXTERIOR FINISH C ' �"� .D D D . .p ° D ° A SEE NOTE 10, BHT 1 ,'.e. ° ° ° • e ° e e ; ' i $ b° ° 1 "- MIN. EMBEDMENT a o o D ° o. o D o D 9 114 B SEE NOTE 1, SHT 2 C SEE NOTE 2, SHT 2 .e o .° ,° ° p• DD ° ay `a o` D p °. D p MIN. EMBEDMENT i I I I SILL STOOL BY OTHERS {SEE NOTE 1) e ' ° •� o D • o D D. o• o D ° ° D p o : PERIMETER CONCRETEi— BY OTHERS o D ° D o D o NOTE: SEALANT BY I I I' MASONRY °'.;:;.,.. ........,,.,,,,• ° D o o . . D D ' ° D ° °6 44'4 I ' BY OTHERS .;.; .'s :a •° • D o D - ° D .......... INSTALLATION ANCHOR 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE I I OF MULLED WINDOWS AFTER INSTALLATION 3110" DIA. OR 114° DIA. MASONRY EXTERIOR FINISH I I I I I' SCREW [81 ,a < • ° _. —..+= — — _ — w- _ BY OTHERS FINISH BY C'�,`" a SHIM AS REO'D �- 4° HORIZ. IN CLEARANCE WHEN INSTALLING WINDOW UNITS E WHEN IN — — II I I I AL RNATE PRECAST SILL DETAIL 1 BY WOOD BUCK •_• ` �� — — MULL BAR — — — — — — — PERIMETER �. e ... L¢`i ' - ..... ::.I BY OTHERS (AJ 1 118• MIN. e c ° — — — SEALANT BY ?i EDGE DIST. [BJ ° ° a ° q INSTALLER ;- %��''.•••; ; '° PERIMETER SEALANT —-�" D CONCRETE/MASONRY BY OTHERS D •� d �e, D SEALANT BETWEEN FRAME AND OPENING ° BY OTHERS -- �:`.._ _ - :•__ .._.,: -. ._..._. ... �D D 2 BY WOOD BUCK BY OTHERS eD,o.ee [Al MIN. EDGE DIST. INSTALLATION ANCHOR, F- {C] s 1 BY WOOD BUCK I I I AN OPENING T EENFRAME OTHER'S • ' ` BY INSTALLER EXTERIOR FINISH J BY OTHERS EXTERIOR FINISH BY OTHERS BY I I I CONCRETE/MASONRY ° BY OTHERS MULL BAR CLIP — I G MULLZ. MULL (WOOD) CTION 4' VERTICAL BY OTHERS S MULL CUP (WOOD) (SEE NOTE 2) MULL BAR JAMB SHOWN, HEAD SIMILIAR ��- INSTALLATION ANCHOR F HORIZ. MULL JAMB SECTION 3116° DIA. OR 114° DIA. MASONRY SCREW S MULL CLIP 4° VERTICAL mi MULL BAR CLIP MULL BAR 1 D VF ERTICAL MULL HEAD SECTION SEALANT ALONG — - INSTALLATION ANCHOR 9 MULL CUP (MASONRY) OUTSIDE EXPOSED L - 3116° DIA. OR 114° DIA. MASONRY SCREW E— OF MULL BAR e 0• D� ° D. , o °D �O D D D• e p 9_114_ MIN. EMBEDMFSI I D ° • CONCRETE! MASONRY 111E MIN. EDGE DIST. BY OTHERS {B] E VERTICAL MULL SILL SEffiQtL 8 MULL CLIP OU SONRY) IBA 4° VER'nCAL PERIMETER SEALANT -- �:`.._ _ - :•__ .._.,: -. ._..._. ... -..:, _.. .. MULL BAR INSTALLATION ANCHOR, BY INSTALLER REFERENCE NOTES: 3116^ DIA. OR 114° DUL MASONRY SCREW D ° • ° • o ° o D �D I I I I {3] EXTERIOR FINISH C ' �"� .D D D . .p ° D ° A SEE NOTE 10, BHT 1 MULL BAR CLIP BY OTHERS ° o o D ° o. o D o D 9 114 B SEE NOTE 1, SHT 2 C SEE NOTE 2, SHT 2 D p D ° ' ° o` D p °. D p MIN. EMBEDMENT i I I I SILL STOOL BY OTHERS {SEE NOTE 1) CONCRETE/MASONRY ' ° •� o D • o D D. o• o D o ° ° D p o {61 PERIMETER BY OTHERS o D ° D o D o NOTE: SEALANT BY I I I' I ° D o o . . D D ' ° D ° INSTALLER) D o D - ° D 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE I I OF MULLED WINDOWS AFTER INSTALLATION 25116° EXTERIOR I' MIN. EDGE DIST. [B] 2. RECESS RETRO CUP FOR ANCHOR FINISH BY SHIM AS REO'D IN CLEARANCE WHEN INSTALLING WINDOW UNITS E WHEN IN OTHERS TO MAKE LEVEL INSTALL ANCHORS THRU ANY THREE OF THE H AL RNATE PRECAST SILL DETAIL FOR MULL BAR FIVE HOLES SHOW N ON EITHER SIDE OF MULL BAR. � UNKY) Oe m• IV e 0• D� ° D. , o °D �O D D D• e p 9_114_ MIN. EMBEDMFSI I D ° • CONCRETE! MASONRY 111E MIN. EDGE DIST. BY OTHERS {B] E VERTICAL MULL SILL SEffiQtL 8 MULL CLIP OU SONRY) TOP VIEW MULL CUP 1707.002 ANCHOR REOUIRENENT PROPR16TARYAND CONFIDENWIL 10/26/2012 THE INFORMATION CONTAINED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSTOM WOMM SYSTEMS, NC. ANY REPRODUCTION IN PART OR AS A WHOLE W nMOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM, INC. IS PROHIBITED. ■ TOP VIEW MULL CUP 1707.002 ANCHOR REOUIRENENT PROPR16TARYAND CONFIDENWIL 10/26/2012 THE INFORMATION CONTAINED IN TMS DRAWING IS THE SOLE PROPERTY OF CUSTOM WOMM SYSTEMS, NC. ANY REPRODUCTION IN PART OR AS A WHOLE W nMOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEM, INC. IS PROHIBITED. SEALANT BEHIND BY OTHERS FIN BY OTHERS MULL BAR CU (SEE NOTE 2) I VERTICAL MULL HEAD SECTION 10 j 718' MIN. EDGE DIST. [C] —2 BY WOOD BUCK BY OTHERS [A] 1= MIN. EMBEDMENT [Cj #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [C] 13Lr (MIN. EMBEDMENT) [C] 2 BY WOOD BUCK —,, BY OTHERS [A] 7B° MIN EDGE DIST pi SHEATHING BY OTHERS EXTERIOR FINISH— 0 BY OTHERS SEALANT BEHIND—/ FIN BY OTHERS WINDOW WRAP BY OTHERS INSTALLATION ANCHOR #10 OR #12 WOOD SCREW WITH INTEGRATED WASHER [C] — — — — — MULL BAR CUP (SEE NOTE 2) -4° HORm PERIMETER SEALANT MULL BAR BYINSTALLER K L JAMIB SECT[Qt� 10 LANGLE CLPIFIN FRAME (WOOD) 4' VERTICAL INSTALLATION ANCHOR. MULL BAR #10 OR #12 WOOD SCREW ;i FITH INTEGRATED WASHER NOTE: ]C] REFERENCE NOTES: :::. c... 1. RECESS RETRO MULLION CLIP 114' FOR CLEARANCE OF WINDOW WRAP ! 2 BY WOOD BUCK WINDOW UNIT WHEN INSTALLED. A SEE NOTE 10, BHT 9 BY OTHERS BY OTHERS B SEE NOTE 1, SHT 2 [A] 2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR C SEE NOTE 2, BHT 2 INSTALLATION. PERIMETER SEALANT BY INSTALLER aB' SEALANT BEHIND o° 1318' MIN. EMBEDMENT [C] LUCAS A. TURNER FL P.E. 58201 FIN BY OTHERS ��iatt�frlN[JCYi� I"',EXTERIOR FINISH OTHERS <s°° Ca °• °� w +BY WINDOWS & DOORS o:oi. Ile° M1N. EDGE DIST.— ' t ko 58201 • 70 1900 SW 44TH AVE. o ]CI '.�' ? OCALA. FLORIDA 34474 SHEATHING i SECTION 1012612012 BY OTHERS �19.�L PRCBN THIS YAWING IS CONFIDENTIAL 10 RETRO CUPIFIN FRAME ( WOOD) T� STEM , INC APYO P THIS CTIO INN is T OAS vaHOLE W TH UT THE WINDOW fiRMISSIMC.ANYREPRODUCTIONQd PART OR INC. A WHOLEWITNOUTTt� W WTTEN PERMISSION OF CUSTOM WINDOW SYSTEM, . IS PROFI®R ®. URNER 2080 Mauve Terrace North Port, FL 34286 ENGINEERING & TCONSULTING, Ph. 941 -380 -1574 INC. FBPE C.O.A. #29779 Evaluation Report 837 October 26, 2012 Product Description: PVC 4" Mullion H -1759 Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4). 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. P,EE�q,,� Lucas Tumer o«!`'_� •` "' %740o. 2012 -10 -26 11:30 -04:00 J' No 58201 "�'� Z va � " ` W 10/26/2012 Z . TAB` OF �� Turner, 04 ' ;w�`�` Luca PE #5820P.E. ti.pYa�� ? 113 Florida Building Code Ordiris RCIS_"me Log is ttuer &egistredan lim Topics submct Surc"rge $tats & Facts Pubt;zationS Business.: Pu Professional Be User FL A FL5823 -R5 Application Type Revision Code Version 2010 Application Status Approved Contents Archlved Product Manufacturer Address /Phone/Ermil Authorized Signature Technical Representative Address/Phone /Ennaiil Custom Window systems Ine. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 East 207 rrlafevre@cws.cc Michaet LaFevre n1afevre cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenaceocws.cc Quality Assurance Representative ieff Thomson Addrem/Phone/FM04 IgOO Sit 44th Ave. Ocala, FL 34474 21 jehornpspn@icws.cc category Windows Stiticategory Single Hung Compliance Method PapeA AsPA 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 4 Sections from the Cade Lucas A. Turner PE-58201 Keystone Certifications, Inc. 03/0112014 Steven M. Unch, PE Validation Checklist - Hardcopy Received x e ;� xam A. ■: r , a t standant AAM A/CSA/I01 /I.S.2/A440 -05 ASTM E 1300-04 ASTM E18WOS ASTM E1996 -06 PA/TAS 201/202/203 Florida Licensed Professional Engineer or Architect YAW 2005 2004 2005 2006 1944 flori l (irg. agffi ep? dtl. pst'?Wartr- %CsM 4AdF6zR4iHLrSiEVtBdrtllvA~ QI*2rll %3i 13 FaC Staff SCIS Site Map ....Links Search Quality Assurance Representative ieff Thomson Addrem/Phone/FM04 IgOO Sit 44th Ave. Ocala, FL 34474 21 jehornpspn@icws.cc category Windows Stiticategory Single Hung Compliance Method PapeA AsPA 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 4 Sections from the Cade Lucas A. Turner PE-58201 Keystone Certifications, Inc. 03/0112014 Steven M. Unch, PE Validation Checklist - Hardcopy Received x e ;� xam A. ■: r , a t standant AAM A/CSA/I01 /I.S.2/A440 -05 ASTM E 1300-04 ASTM E18WOS ASTM E1996 -06 PA/TAS 201/202/203 Florida Licensed Professional Engineer or Architect YAW 2005 2004 2005 2006 1944 flori l (irg. agffi ep? dtl. pst'?Wartr- %CsM 4AdF6zR4iHLrSiEVtBdrtllvA~ QI*2rll %3i 13 r IM113 Product Approval Method Date 5ubrritted Date Validated Date Pending FBC Approval Date Approved P aida Blildrig Code Online Method i Option 0 I210I /2011 12%13/2011 12/20/2011 01/31/2012 era ............ ............. 8100 Vinyl Single Hung (Impact) Installation Instructions Verified 6y: Lucas A. Turner 58201 Created by independent Third Party: Yes Evsksathm Reports F �i: C t' OVA fit". A i l-iPs2 4 tk'1 Ddf Created by independent Third Party: Yes 5823.2 SH -8100 Cont. Hd. S SCI SH -8100 Cont. Hd. & SID (double Single Hung), IrMact, 74 1/8'x Lbnft of use ns Instal Instructions Approved for use In HVWZs Yes F -44 Approved tar outside : Yes t,w^?c0dSlL29 Impact Resistimb Yes Verified By- Lucas A. Turner 58201 DesWn Pressure. WA Created by Independent Third Party: Yes Other-, Large Missile, DP +67.5/-70.0 psf w/ Std. sill, OP +/- 70.0 Evaluation !Reports psf w/ high rise, Max, she 74 1/8" x 63". outer lite in T.G. trust be safety glazed when used above 30 ft. in HVNZ. R5 Yilg Created by Independent Third Party: Yes 5823.3 SH -8100 Cont. Hd. & SM SH -8100 Cont. Hd. & Sig (double Single Hung), Irnpact, 74 1/8" x 72 ". Umft of Use Installation Instructions Approved for use is HVMZt Yes PS Lr _WS-4 4�t72. Approved for use outside MFHZ. Yes on $ #€ InVact Reasistoft Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.51 -67.5 Created by independent Third Party: Yes Other. Large Missile, OP +/° 67.5 psf, Max. size 741/8" x 72 ": Evskatlim Reports Outer late in I.G. trust be safety glazed when used above 30 Ft. in HVHZ. e 4'xr? sH-.'z£7re, rra 7Ji /G,: AF P41 k t tlii 11-0830 09.0--W Crenated by Independent Third Party: Yes ........... . ...... .. ...... ........... 5823.4 SH -8100 Vinyl Single Hung Heavy Duty _ .... _. SH -8100 Vinyl Irmact Single Hung w/ Heavy Duty FMR Limits of use Insta Ors burtructions Approved for use In HVHZs Yes FL582: zg r Fi gS jx tr na t "+2x79 Q t ' Approved for we outside : Yes VerrYled By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party. Yes Design Pressure: +100/ -100 Evaluation Reports Others Large Missile, 52" x 72 ", +/- 100 psf. ' Lla�L s�r_i?_L�? s2 F - 2_ , AiRen QA'- i 1£ltt Ifs et. ^zx?2 "ytQ ' pie f Created by independent Third Party, Yes 5823.5 SH -8100 Vinyl S"Ie Hung Oriel SH -8300 Vinyl Single Hung Oriel wfndow w. Hfi FMR, 5 HI sash. Limits of use Installation Instru Approved for use InHVHZtYes frm tt 5..zc }ss_rt Approved for use outside Zs Yes Verified By: Lucas A. Turner 58201 Irnpact Res at: Yes Created by independent bird Party: Yes Design re: +67.5/ -67.5 Evaluation Reports Other. Large Missile, 52" x 96" w/ 5 HI sash, +/- 87.5 psf. s�VB f�!Ca� 1 -Ci ro Ot sadP r -Ll � ��ra� ?3 3 �4 C WnA �.3 R5 Abn lrrCia� i I -o8 iretrf !Created by independent Third Party: Yes "s. ..is:..K' r. s s= re .:sra se .•:,;. >:au +t l�.fa c� 'Gi.t� -•, :�r. ' 121113 f F{alridaBlld orflne ::: 4 The Sate of noticia is aan employer. 99AQc nr et v .nt t+a der -moo lac., email ad dfesses are public records. 1t you de m,t "Am fswte -mad addtdso ralaased in response tc 5 Putilk- 11a car' s repuest, do foot 5, &00 electronic mod to this entity. instaacl, contact else OMM by phom c+f by tfedtai",al fi ad. It you s-feve anv qucstia s, $lease c:encect S5U.8l;s.d3 5. *lxursuant to Seatran 455.2%5(1), flenee 5e=?tute , effaawa O tuber 1, 2412, licensees- frcen�&d under Chapter SSS, F.S, must pm ict° the Gepa- rtr*ent s an err ail address if they have acne. The emafts provided maybe used for ofeidaF comfy ur,ica tKrn .itb the kensce. tw%eret efn'ad addtest;" ale public. record.. it yob do riot Kith to supply a personal address, please provioe the Dripartrant with an email accfess which can be rr.a" avalfablc to th? pwialic, To determine a yisu aft? a licensee ender Chapmr 455. F'S_ plee:ae dt dt U ,,, PlOdu it AppmvW Accept; w .fltlrid I ng,oMfp%P app p do.as 7?erarti- ; VX(3vADq+e dF 4iHLr.SEW2rr —V AScrO° ft*AOida3d 33 T71114 V". OVERALL Hi 11?dfi>E--F —� i#E¢GIIT g R y a X. UNIT HT, I..r_. i 37Si.i6", MAX. SASH HEIGHT WEEPS ITYP*; 54 ww ....... _... � ._.. t?VERALL � NGE WIOTH i Vii+ .................. ..639tH° MAX, UNIT WIM. ...... .......... :wj r� GLASO DLO ` ,) TABLE, OF CONTENTS GENERAL NOTES & ELEVATIONS ....... I ANCHOR SCHEDULE & NOTES............ GLASS DETAIL:.- ..... ........................... 3 SECTii3N VIEWS ....,.45 EXTRUSIONS & B O PA 6 INSTALLATION DETAIL........... --JA V. )* ". OVERALL FLANGE WIDTH GLASS OLD Al 6tw MAXSASHiMOTH es MST_ REQUiRwEn 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. CURRENT EDITION €. GLAZING OPT* Mt (SEE SHEET 3) 3, CONFIGURATIONS: "OX". 4, DESIGN PRESSURE RATING: >NEGATIVC DESIGN LOADS BASED ON TESTER PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE; WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 13M 6, ANCHORAGE T14E 33112% STRESS 44CREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL. WAND LOAD DURATION FACTOR Cd =1,6 WAS USED FOR V100D ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT. BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HUIR ICANE WINDS AND FLYING DEBRIS, 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL !DINT SE'AMSEALANT USED AT FIXED MEET04G RAIL AND JAMD, 27" GLASS 8, REFERENCE TEST REPORTS: NCTL 290- 3668.1, AA, 2: 2A: NCTWVC- 0650.1..1 A, -2, 2A IAA S. SERIES I MODEL DESICiNi4:TION SH$100. # 10. 1x OR 2x WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND Affil HOREO TO PROPERLY T TRANSFER ALL LOADS TO STRUCTURE. SUCK AND FRAMING, IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOW: X - OPERABLE SASH. 0 = FIXED SASH 2?° GLASS DLO 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13, SWEEP LOCKS INSTALLED ON V41NDOWS OVER 37" X 6<"' .f DESIGN PRESSURE RATING +67.51 -75.4 LUCAS A. TU S ER, FL. P.E., 5=1 F 1+Afi6' *awM�s��,�lC p ho 5$201 7 Laces A. Tom, PE 2019 -1 T -29 00:54$5:00 Ita�TAavartl�cotfim�Tar►tt t1id.Sll I 0�., 4* � .;, Cyypo �;: 3„ti a&90., OVERALL Y2N s4� �� t� it�.IS ARC+ti418lYER. GLASS FLA47rmE OLO HEIGHT i fi2° MAX ...... ...1. j UNIT t HEIGHT I 34. GLASS OLO MAX SASH i t HEIGH i, � V. )* ". OVERALL FLANGE WIDTH GLASS OLD Al 6tw MAXSASHiMOTH es MST_ REQUiRwEn 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE. CURRENT EDITION €. GLAZING OPT* Mt (SEE SHEET 3) 3, CONFIGURATIONS: "OX". 4, DESIGN PRESSURE RATING: >NEGATIVC DESIGN LOADS BASED ON TESTER PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE; WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 13M 6, ANCHORAGE T14E 33112% STRESS 44CREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL. WAND LOAD DURATION FACTOR Cd =1,6 WAS USED FOR V100D ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT. BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HUIR ICANE WINDS AND FLYING DEBRIS, 7, ALL FRAMES AND VENTS FULLY WELDED. SMALL !DINT SE'AMSEALANT USED AT FIXED MEET04G RAIL AND JAMD, 27" GLASS 8, REFERENCE TEST REPORTS: NCTL 290- 3668.1, AA, 2: 2A: NCTWVC- 0650.1..1 A, -2, 2A IAA S. SERIES I MODEL DESICiNi4:TION SH$100. # 10. 1x OR 2x WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND Affil HOREO TO PROPERLY T TRANSFER ALL LOADS TO STRUCTURE. SUCK AND FRAMING, IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOW: X - OPERABLE SASH. 0 = FIXED SASH 2?° GLASS DLO 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13, SWEEP LOCKS INSTALLED ON V41NDOWS OVER 37" X 6<"' .f DESIGN PRESSURE RATING +67.51 -75.4 LUCAS A. TU S ER, FL. P.E., 5=1 TED PER 2010 FBC 1 liam011 TEF TED PER NEW FBC REQUIREMENTS 0710 ?tP.006 AVF. Anr- I :_: 316t10f2008 1 F 1+Afi6' *awM�s��,�lC p ho 5$201 Laces A. Tom, PE 2019 -1 T -29 00:54$5:00 Ita�TAavartl�cotfim�Tar►tt t1id.Sll I 0�., 4* � .;, Cyypo �;: 't1451HPdli4ATtpW- GUAF7;�3ED R}tPUS OAAbyP7ut315 TIDE �.TI PfiYTA$R9!9f'�iTC�9 Yt@: CNLis9vYd'l9Y�LRt. w ®p e�°q�, :y afre�f�✓iVA Y2N s4� �� t� it�.IS ARC+ti418lYER. aH TED PER 2010 FBC 1 liam011 TEF TED PER NEW FBC REQUIREMENTS 0710 ?tP.006 AVF. Anr- I :_: 316t10f2008 1 MAX (TVP) -INSTALLATION ANCHORS. MAX, tTyp) see NOTE 2 4- MAX OYF) 4- Ir MAX, oc (TYP) MAX 1a 198' 101. 0 . C . 62-- MAX 4- UNIT I 0 INSTALLATION ANCHORS. SEE NOTE 2 MKWAN *v UNIT WIDTH C INSTALLATION MAX LWT WIDTH INSTALLATION ANCHORS. SEE P40TF 6 ANCHORS. SEE NOTE 4 L ANK'MOR LAYOUT. f9timi ir VAX. OC (TYP) 4- i6 W, (TYP) 4' VAX (Typ) j_............ 0, MAX oc 101 F Oultu -lmock ANC I MAX UNIT SIZE: 63-114 j-* THRU ff4nw MASONRY) MQal&XQvL-- rum VAT u X-all THRUI FRANIE (Wo= j 'o UP '61-76,0 UNIT see: w i NOTES: L-2 1 1 1 71IFFRA., n I I- INSTALL ONE ANCHOR AT LACHWCATIOrt WL ANCHOR SPAC94G SAME AS HEAD. 2. SMAS REQUAT EACH INSTALLATION ANCHOR USING LOAD BEARING $I" MAIL ALLOWASLE SHIM STACK TO BE JW. USE SOW WHERE SPACE GREATER THAN UWISPRESENT 3. LOAD SFAROM SHM $11ALL He CONSTRUCTED Of HIGH DENSITY PLAsM OR BETTER, WOW SHM ARE NOT ALLOWED, 4,3fiS"DlA, ELCO ULTpACON MASONRY ANCHORS MUST BE OF SUFFW4ENT LENGTH TO ACHIEVE A MN, ANY OMOCTION, EMEEDMENTOF 1 iW INTO MASONRY THAV FRAME OR THAU I SYWOOO SLICK INTO MWMY. A MI?NIM1 EOQE DISTANCE OF 2 1r2° SHALL SE ACHIEVED tbi 5, 910 WOOD SCREW ANCHORS MUST BE OF sUpIjGjCNT LENGTH TO ACHIEVE A MM EMNaMent Of I 3W INTO 2 By WOOD SUCK A MINIMUM LOSE DISTANCE OF ?'lW 6. 03 WOOD SCREW ANCHORS MUST 09 OF SUFFICENT LENGTH TO AC KEW A MIN, EMBEDMENT OF 1 V-" INTO 2 By V4000 SUCK FIN INSTALLATION. A MINIMUM MW DISTANCE OF jW SKpaj Be ACHIEVED IN ANY DjMTM SHALL BE ACHIEVED MANY OjPr-GT(OQ' 7, ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED VAT" A CORROSION RESISTANT MATMIAL, 0 AR CONTACT WITH PA EW-R E TREATED WOW MUST BE- PROTECTED To PREVENT REACTIONS, ISSIMIL MATERIALS OR MATERIALS IN LUCAS A. TURNER, FL RE,, SMI a- MTALLA7140N ANCKM SHALL SE IN ACCORDANCE WITH ANCHOR MA:40FACTMen INSTALLATION INSTRU NO SK';LL NOT aE USED IN SUBSTRATES WITH STREmGTHS LESS THAN THE MINIMUM STF TH SpMFtED BELO CTIONS AND ANCHORS O'n W. 9, INSTALLATION ANCHOR CAPACITIES FOR VROOUCTS HEREIN ARE BASED ON $WW yffMAT A WOOD - M04MWM SPECIFIC GRAVITY Of G 9,50 (SOUTHERN PINE OR GREATER) RA ERM WITH THE FOLLOWING PROPERTIE& F 8: CONCRETE - WMMUM COMPRESSIVE STRV4TH OF 1.200 PST. C MASONRY - STREWTH CONFORMAtM TO ASTM C-": GRADE N. TYPE I (OR GREA TEM. z lo' SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESMlAtZE OF INSTALLATION SKU.L BE CONE By OTHERS IN ACCORDANCE WITH T CURRENT VERSIGN OF THE FOLLOWING REFERENCE DOCUMENTS H He P"AAMA SIAIL OF. r o'. 'M ON WINDOM)- F&WAAMA 20 (FLANGE WINDOWS), cmiWEurtilL FIVAIWOMA 2% " WINDOWS). FtWAAMUMMA 30 {EXTERIOR Doo"). THS fWCM;rM C40mrA*QD w THIS DkAvANa Is fwv ;U--PRQPE4W0FaMrom w * .. Akl V 1� *,1 0 A AV vViNow wmile"S'STEW M-4WRM'=XyI0Ntl'4PARr0R QSAMO�IFVVJ�rli,45 PERwomom we 4mc-V "Noow wayems, INC, M paoHwm N A PER 2010 FOC PER NEW FSC REOUtREMENTS SW "TH AVE 8100 M-41 716' OVERALL, INSULATED GLASS ANNEALED 7116' AIRSPACE 5116' LAMINATED OLASS . ..... Jig' ANNEALED OW' PVS INTEMAYER BY DUPOINT W ANNEALED MIRASEAL By TPU� 112, GLASS BITE. WS' OVERALL INSULATED GLASS W ANNEALED 711V AIRSPACE &W LAMINATED GLASS 10 ANNEALED Aw Pva INTERLAYER By DLgjomT IW ANNEALED OURASEAL BY TRLWAL PURFECT GLAZE -W OR SIKAFLEX 652 EmRog I WV GLASS BRE .. ..... .. .. .- ... J. C4 ?W OVERALL INSULATED GLO436 IW TOAPERED 7116' AIRSPACE WO- LAMMMOGLASS IW ANNEALED i----.OW PV8 INTERLAVER J)Y DUPONT lAr ANNEALED lkDURASEAL BY TPA SEAL PURFECT GIAM -W OR SWAFLEX 562 111U MM Y--/ ol�llpll- KqWMTMY AND 00MOMMI, nl.lE 100,11. �W�ATON f OMAO" 0 Til- MAWIWO ISM SOM PROPSRY'� kWgZw Sy"efft tM. Aw A6PR00MY" 94 PN�T OR As AWMf, MhicW TM* WWtTEN PFRhM%M OF ^U=,M "WW 0,V%TTM-. *C, WPROHMMa — 1 pr GLAss aim 1. 1 1 � WX LUCAS A. %W44ER. Ft, PA, 58201 71W OVERALL INSULATED GLASS lw TEMMED . ..... 711W AMPACE WW LAMINATEDGLAW IW ANNEALED Pw WERLAYS By oupomy, W ANNEALED WRASeAL By TRUSEAL CW KWWT GtAZE W OR SIKAFLEX $62 - - .---1 1.12* SLAM SITE E SECTION VIEW C-C ALTER14ATE FIN DETAIL NOTE. ITEMS 222728,3337.4345 ARE NOT SHOWN. ITEM 311$ NOT USED IN THIS WINDOW- I SECTION VIEW A-A 14Z PROPPAIMY aftD CoMDS8i UM II/miI THE R{ oiwxnoR cowAo= IN Tms oRmAo" is Tm Vu PROPEWY 0); WPM 6YtumvVAY$TEU(o. f, ,kPN 8@EaFiiADStCYttiAIUJ PAWT Qf'48 AN�"HRtE WFttSTn Tw WRiY'9Era PB9th4i*.r5MSd t1F Ci.�iYJAi'A6AlPJYPPf 0?'BTF:ktS. EMC, t& YflDi&f9'Yidi. LMAS A. TVRI%MR. Fl, F.E„ UT SECTION VIEW A-A VIEW " �A-I N 1' . I W"T SM SHOM M$H OM AWAY ' SECTION VIEW G-c NOTE: ITEW 22,27,28F,33474,&-406 ARE NOT USED I "WN. ITEM 31 IS NOT USED IN THIS II 0 OW. tt%IkR"AT" PRO'MrMY AND COWMCA nlL lip (IONTAME 0 04 TM 0 MM 3 1 s I W, siXS p*j KR ry of gj 1 X Vmiww SYIITWS� Nt�, ANY R&w-o,;rVm tm pAn r 6p Al 'Ht' , A.MMjF,.WMjoVr VVPJ"S" po""'DN OF IM, IS PRO MTIIZ LUW A, TVRNER. FL, RE, MM No SIAM Of- 10 JUPDATED PER 2010 FBC I I imrm i Ter I A fum-A-rEopeR NEW Fec Piciwnwws 1071Q ?-li008 SW 44TH AVE, .A, FLORIDA 34474 LL�H100 Ek-1 cb1h VWL I L�gziolg $p#h43 STS Tai SIM Iwx %1W x 2" 19414 ft� 7111 RUBW JFRANK 7wtl� -1 cb1h VWL I VAR life, KAM" 45tLEf Es -LUM. PER4F, $2.RJS,$,R. - 1498 c.ot-rcN, $p#h43 STS Tai SIM Iwx %1W x 2" 19414 ft� 7111 RUBW JFRANK 7wtl� -1 x 0.187 NOTE: ALL ALUMNLU EXTRUSIONS ARE 6063-TO t ALUM REW, TOP PAIL-1497 PVC SASH TOP RAIL-=? PVC GLAZM BEAD40et W", RE W, SM RAIL -1086 - .045° LUCAS A. TM4ER. FL PE.' Owl A I 1, Oils" PVC FIXED "L GOVrR -033 nos V0.i1 WSY MUO B8PARTi1PA9 A V=*IJf'rW WwTsm ,VoM_F = STAIE of� PER 2010 FOC jimm'11 PER NEW F8C REOWEMENTS 107MIMOS SW 44TH AVE, A, FLORIDA 34474 4p0m 01 W, . OWD PER 2010 FOC jimm'11 PER NEW F8C REOWEMENTS 107MIMOS SW 44TH AVE, A, FLORIDA 34474 SEALANT SEMM FLANGE BY PesTALLER EXTEP" SEALANT UNDER SC REW HEAD BY INSTALLER SEALANT KH1W FLANGE BY tP4TALLER PERVAETER SEALANT, BY INSTALLER EXTERIOR FMH By OTHERS 4 L........_. . . 7, IW MAX. SHIM I BY WOOD 8= IN By OTHERS IMSTAt�ATM ANCHOR, Vier O;A. INTERIOR FINISH - INTERIOR FINISH MASONRY SCREW WNEOPRENE 11t4«- Wl EMBEDMENT vy OTHERS 1 OYOT"m SEALANT BETWEEN SUCY ANDOPENINGOYOTHERS SUPPORT TO MAKE SILL LEVEL. BY OTHERS j CONCRETE-IMASONRY I BOTTOM SWEEP LOCK ACITVATED ON V 8YOTHERS i— Iff MAX, SHIM V4' MAX, SHIM PERIMETER SEALANT SEALANT UNDER KREW By INSTALLER WSTALLATIM ANCHOR, 3118 Dik HEAD Sy INSTALLER. 9w. ElmeeDMENT CONCRETF,VAS,%RY By OTHERS J [c) MASONRYSORFWWITHWASHER THRU SCREW SUPPORT 4 IW MAX $HIM 7w M. EDOE DIST, V, CONCRETEM"ONRY By OTt4egs '---J 'iA • tD) 111w w EMBEDMENT I Vr M EMBEDMENT EXTERIOR FROM-- By OTHERS I By J'%wo BILK UCK 4 a CONGREM4*30HRY 0 ALTER E P SIU, DETAIL By OTHERS - , - - NAT.. Rf"�T By OTHERS, 2 lir MW. EDGE MST.l 4 INSTALLATION ANCHOR, 010 F8C SEALANT SEMM FLANGE BY PesTALLER EXTEP" SEALANT UNDER SC REW HEAD BY INSTALLER SEALANT KH1W FLANGE BY tP4TALLER PERVAETER SEALANT, BY INSTALLER EXTERIOR FMH By OTHERS 4 L........_. . . 7, IW MAX. SHIM I BY WOOD 8= IN By OTHERS (Al EXTERtORFINIGH J L- PERVA BY OTHERS By 8'' HORi:,i9NTA6.9EeTlaM FRAME (MASONRY) INSTALLATION 4KHOR Zr%- M, MASONRY SCREW IWNi�5PRENE BACKED WASHER THRU SCREW SUPPORT (0) BOTTOM SWEEP LOCI(ACTIVATED ONLY DURING HURMANES, 2r\-Oj Im, MAJK $HIM 4. 69' STOOL 8Y OTHERS IMSTAt�ATM ANCHOR, Vier O;A. EMMOR .-INTERMFINIS" MASONRY SCREW WNEOPRENE 11t4«- Wl EMBEDMENT tam' M Emesomew BY OTHERS SUPPORT TO MAKE SILL LEVEL. BY OTHERS 9UPPORTICI SSALANTSEMD FLANGE by INSTALLER I BOTTOM SWEEP LOCK ACITVATED ON V i— Iff MAX, SHIM V4' MAX, SHIM PERIMETER SEALANT SEALANT UNDER KREW By INSTALLER HEAD Sy INSTALLER. 9w. ElmeeDMENT CONCRETF,VAS,%RY By OTHERS J [c) IW MAX $HIM 7w M. EDOE DIST, V, • tD) I Vr M EMBEDMENT CONGREM4*30HRY 0 ALTER E P SIU, DETAIL By OTHERS - , - - NAT.. Rf"�T FR" (MASONRY) INSTALLATION ANCHOR, 010 F8C LUCAS A. TURNER, FL. PA,, 5=1 1 A y 010 WOW ANCHOR W" . ...... WASHER THRU SCREW SUPPORT 101 EMRIOR 2 BY WOOD BUCK J By OTHERS [A) -SEALANT BETWEEN (Al EXTERtORFINIGH J L- PERVA BY OTHERS By 8'' HORi:,i9NTA6.9EeTlaM FRAME (MASONRY) INSTALLATION 4KHOR Zr%- M, MASONRY SCREW IWNi�5PRENE BACKED WASHER THRU SCREW SUPPORT (0) BOTTOM SWEEP LOCI(ACTIVATED ONLY DURING HURMANES, 2r\-Oj Im, MAJK $HIM 4. 69' STOOL 8Y OTHERS SEALAN-SEHIND SUCKANDOPEW446 FLANGE 8YVSTALLER PERIMETER SEALANT By OTHERS OR SEALANT BY INSTALLER TALLER sxlrfAm FINISH By OTHERS "ORLzONTALW'Tton WME(WOOD) IMSTAt�ATM ANCHOR, Vier O;A. EMMOR MASONRY SCREW WNEOPRENE USE SOLID WOOD BACKED WASHER THRU SCREW SUPPORT TO MAKE SILL LEVEL. BY OTHERS 9UPPORTICI SSALANTSEMD FLANGE by INSTALLER I BOTTOM SWEEP LOCK ACITVATED ON V DURING HuRRW64m (SEE NOTE 6, vm't) PERIMETER SEALANT SEALANT UNDER KREW By INSTALLER HEAD Sy INSTALLER. 9w. ElmeeDMENT CONCRETF,VAS,%RY By OTHERS J [c) SEALAN-SEHIND SUCKANDOPEW446 FLANGE 8YVSTALLER PERIMETER SEALANT By OTHERS OR SEALANT BY INSTALLER TALLER sxlrfAm FINISH By OTHERS "ORLzONTALW'Tton WME(WOOD) REFERENCE NOTES: [Al M NOTE 10, SHT I SEA NOTE 2&8. SHT 2 MSEE NOTE ASHT2 jq SEE NOTE 6. SHT 2 MH67RF-NGTA STAucTwtAl. ANA CON&IAEiR}TPL, GROUT BY OTHERS A VERTICAL TION TK IN TM MAIAlt FRAME MASONRY) VO"DaW WeTEW,Mt. AW tWPRO=nM IN PART OR 4S A V4i0ViWnMT4% IMSTAt�ATM ANCHOR, Vier O;A. EMMOR MASONRY SCREW WNEOPRENE BACKED WASHER THRU SCREW 9UPPORTICI SSALANTSEMD FLANGE by INSTALLER I BOTTOM SWEEP LOCK ACITVATED ON V DURING HuRRW64m (SEE NOTE 6, vm't) PERIMETER SEALANT SEALANT UNDER KREW By INSTALLER HEAD Sy INSTALLER. J IW MAX $HIM I Vr M EMBEDMENT CONGREM4*30HRY 0 ALTER E P SIU, DETAIL By OTHERS - , - - NAT.. Rf"�T FR" (MASONRY) 010 F8C LUCAS A. TURNER, FL. PA,, 5=1 1 A It lPnATi:n Prg PRP 90fif IIR9Ur-NTJq 11 REFERENCE NOTES: [Al M NOTE 10, SHT I SEA NOTE 2&8. SHT 2 MSEE NOTE ASHT2 jq SEE NOTE 6. SHT 2 MH67RF-NGTA STAucTwtAl. ANA CON&IAEiR}TPL, GROUT BY OTHERS A VERTICAL TION TK IN TM MAIAlt FRAME MASONRY) VO"DaW WeTEW,Mt. AW tWPRO=nM IN PART OR 4S A V4i0ViWnMT4% SHEATH" By OTHSR6 axTFSMR FIN .- by orAsRo SEALANT SEH*V FIN BY 04YALLER VMOMWRAP -- — -------- BY INSTALLER PERIMIETER SEALANT BY TALLER BY WALLER WINDOW Ymp - by INSTALLER exteRm F"MH By OTHERS INSTALLATION ANM-IOR, V4000 SCREW WWASHER lei By WOOD BUCK BY OTHERS fAl ..... ..... 1w mu M)GE (X$T. fej MY SMM Mi R=OM $WEEP LOCK, ACMATED ONLY VUM* HURRICANES WE NOTE 6, BHT 1) all iBl ........... 114, MN. EDGE Dw, m -.2 by w 900 BUCK By OTHERS [A) 114W All 0. �2& WIN. EMBEDMENT MP) e, VERTICAL SECTION F IN PAIO M 2 By WOOD exx - - By OTHERS (A) J WALLATM ANCHOR , to Wo'sepaw WITH w WASHER fE; BY OTHERS r-KTEPMF#HSH-- By OTHERS SEALANT BEHIND FIN BY WSTAUER REFERENCE NOTES JAI SEE NOTE 10, SHT 1 tj SEE NOTE 20. SHT 2 tC SEE NOTE 4.$HT2 P) SEE NOTE S. SHT 2 M$EENOTE a' SHT e PROPMETARYANDCOWWW14t Ii ill 11JE INPOWATM TM* Wt,E PRQPSPTV OF cklsTom OR ASA TM WRMEM KRMMIUON iv cusyom "Mmk VoTaw. M. 18 moo 4 MTW' -i - -- - 114" m SoGE UST, Ifil Iw WAX SHOA VVINVow WRAP EY MTALLER PERIMETER SEALANT By "ItSTNUER —,Jze'vf-� MMM� LUCAS A, TURNER. FL, P.F-, 66301 No PER 2010 F80 PER NEW FSC REQUIREMENTiS SM SW 44TH AVE, CALA FLORIDA 3"74 ... 4NSTALLATION DETAIL FIN - LARGE M$$0 e IMPACT .8100 ADE (WM20011 I "M�-p"MiMN Lucas A. Turner, P.E., MBA Evaluation Report 155B 2080 Mauve Terrace North Port, FL 34286 Ph. 941 - 380 -1574 November 28, 2011 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at +/ -67.5 PSF, 36" x 62" unit size at +67.5/ -75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1 /8Ann- .090PVB- 1 /8Ann) inboard lite Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -155B, signed and sealed by Lucas A. Turner, P.E. on 11/28/11. 2) Test Report NCTL- 210 - 3668 -1, -lA, -2, -2A, 3669 -1, 4A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 3) Supplemental Calculations to support CWS -155B, signed and sealed by Lucas A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -155B. Limitations of Use: This product: • May be used in O/X configuration in sizes up to 53 1/8" x 76" unit size at +/ -67.5 PSF, and 36" x 62" unit size at +67.5/ -75 PSF, with max. glass DLO heights as shown in CWS -155B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB- 1 /8Ann) inboard lite 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. 'bibstilIII& k Lucas k Tumer, P.E. 2011 -11 -29 00:55 -05:00 DREW !"Jk SN No 58201 " �P IG b 13 .`TA :# TS OF 141ot w.341 a��z 11/28/11 Lucas A. Turner, P.E. FL PE #58201 8/17/13 Florida Building Code Onilne 9� Z � � ## 9 Submit Surcharge Stats & Facts Publications i FBC Staff p SCIS Site Map Links Search Product Approval Menu > Product or Apolrcation Search > Apolication List > Appacatlon Detan FL # y y FL7067 -R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived E Product Manufacturer Custom Window Systems Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael LaFevre ndafevre@cws.cc Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 291 btenace @cws.cc Quality Assurance Representative Leff Thompson Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext 221 ,lthompson @cws.cc Category Windows Subcategory Horizontal Slider 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 03/01/2014 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL7067 R4 COI EvaiReD CWS -157B fHS -8200 IMPACTI.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA /101 /I.S.2/A440 -0S 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code httpsJMnNw .floridabuildirlg.org/pr /pr app ctrl. aspx? pararrF%% GEVXQwtDgwgWZSq39JzuQ3rGVaEgICar3uNgdsGY PI.M 1/2 8/17/13 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 7067.1 Florida Building Code Online Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 HS -8200 Vinyl Horizontal Slider Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other. Large Missile, 74x54, DP = +/- 60 psf, (Impact). 7067.2 HS -8200 Vinyl Horizontal Slider ............................................... ........_.._.................................. . ............ _ ............ _.._._ ........................................ _.... Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other Large Missile, 111° x 63 °, XOX, +/- 60 psf. 7067.3 HS -8200 Vinyl Horizontal Slider Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -75 Other. Large Missile, 73° x 621, DP = + 60, - 75 psf, Impact. HS -8200 Vinyl Flg /Fin Horizontal Slider (Impact) 74x54, XO. Installation Instructions FL7067 R4 R CWS -157B (HS -8200 IMPACr).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01_pdf FL7067 R4 AE EvalRep CWS -1578 (HS -8200 IMPACr).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes HS -8200 Vinyl Flg/Fin Horizontal Slider, Impact, 111° x 63 °, XOX. _ ......... __._ ..... _ .................... _ ... __ ........ _._....__._._ _.................. _ .... _... _ ... _.-. W.._ ... _ ................ _ ___ .... _ ..... __... Installation Instructions FL7067 R4 II CWS -23213 (HS -8200. XOX. IMPACr).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.Ddf FL7067 R4 AE DuPont SGP NOA 11 -0624 02.pdi FL7067 R4 AE EvalRep CWS -232B (HS -8200. XOX. IMPACT ),D FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes HS -8200 Vinyl Fig Horizontal Slider, 73° x 62 °, XO or OX. Installation Instructions FL7067 R4 II CWS -399A fHS -8200. 7342. 75DP. IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11 -0624 02.pdf FL7067 R4 AE EvalRep CWS -399A (HS -8200. 7342. 75DP, IMPACr).Ddf FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes 1 7067.4 1 HS -8200 Vinyl Horizontal Slider Impact 1 HS -8200 Vinyl Horizontal Slider Impact w/ Alum MR. j Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60 / -60 Other. Large Missile, 72"x 63 °, DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R4 H CWS -1868 (HS -8200. 72x63, IMPACT).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalRep CWS -1868 (HS -8200. 72x63. IMPACT).odf FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes va :c I eJa 1 Contact Us :: 1940 North Monroe Street. Tallahassee Fl. 32399 Phone: 850- 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Aaessibilltv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to sermon 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address If they have one. The smalls provided may be used for official communication Wth the licensee. However email addresses are public record. If you do not Wsh to supply a personal address, please provide the Department Wth an email address Mich can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick bere . Product Approval Accepts: i h"JhwwfloridaWIding.org /pr /pr app dM. aspx? pwarrF% GMQMDgmlWZSg39JzuQ3rGVaEgi (lor3uNgdsGWa /aid 2/2 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) TABLE OF CONTENTS GENERAL NOTES & ELEVA71ONS ................I ANCHOR SCHEDULE AND NOTES ..............2 DESIGN PRESSURES & GLAZING ................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS .. ............................6 -7 Lune A. T—, P.E. 2011 -12 -0711:43.05:00 ! , PROPRIETARYAND CGWIDENML 12nlll 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. 15 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 3) 3. CONFIGURATIONS :'O /X' OR'VO' 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 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL WIND LOAD 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. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER'OW,'X/0': NCTL- 210 - 3671 -1,1A, 2,2A, NCTL- 210 - 3433 -2, -2A (WATER) 9. SERIES 1 MODEL DESIGNATION HS -8200. 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 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O1X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION, 13. WEEP SLOTS =114° X 1' LOCATED 4° FROM BOTH ENDS 13"MAX O.C. S' MAX � SEE NOTE 2 fnP) 3° 4' MAX. S" MAX (TYP) A j I P O.C. SEE NOTE 8 - - 4- MAX (TYP) I 14' MAX O.C. 8° SWEEP LOCKS ONLY ENGAGED SWEEP LOCKS ONLY ENGAGED O.C. DURING HURRICANE. i (TYP) LOCKS ARE LOCATED AT THE DURING HURRICANE. THIRD POINTS ALONG THE FRAME LOCKS ARE LOCATED AT THE JAMB X I THIRD POINTS ALONG THE FRAME O INSTALLATION ANCHORS TYP. _ INSTALLATION ANCHORS TYP. C A C MANCHOR LAYOUT - (FIN) NAmFmt(WOODoaEMINGl ANCHOR LAYOUT - (FLANGE) THRU FRAME (MASONRY MW E) 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REOD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/16° 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 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. 6. #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 114° 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 11/09/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A. TURNER FL P.E. 58201 A JUPDATED PER NEW FBC REQUIREMENTS 7/07/200 B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL e�eeee'+sio 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: *`weo`'tGEt7 �s A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.55 (SOUTHERN PINE OR GREATER) � B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. " ^ No 58201 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). ai' ; t ` OCALA, FLORIDA 34474 I ue: 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE � ; �+ ANCHOR SCHEDULE ANOTES- LARGE MISSILE IMPACT OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT ° STATE OF 4 i -* k iartiO 5 8200 RaWN BY ADE Ate' 3/16/2010 VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION coNrAwID rtes oRnwiNO THE sow PROPERTY of clrerox `0�i4 '4s0 R tO � Ci��s�! � No. FWAAMA OX WINDOWS,.FMA/AAMA/WDMA300( WINDOWS), v"'. WRITTENPERra SSMOFFCUSTOMWK)OWWS STEMS,,Rwo.ISP TEO THE �`'*t,', 10N#1� �yeee` PVC HORIZ SLIDER J LETTER: MS � r CWS -157 B 20F7 71W OVERALL 18" ANNEALED or TEMPERED 7/18° AIR SPACE 5/16• LAMINATED UB° ANNEALED GLASS DUPONT PVB INTERLAYER _�P.OW 11W ANNEALED GLASS 98 PURFECT GLAZE -W SIKAFLEX 652 GL GL ASS B —� � SITE GLASS TYPE A FULL SIZE B JUPDATED PER 2010 FBC 11/09/2011 LUCAS A. TURNER, FL P.E. 56201 A JUPDATED PER NEW FBC REQUIREMENTS 710712 iO4ti4UItT%. No 10% 1900 44TH w. 5M 1 SW AVE. OCALA, FLORIDA 34474 GLAZING - LARGE MISSILE IMPACT � BTe47E +� f(Js ,ra..- 12/7/11 RCS' RAWN BY ATE: 8200 ADE L, 3/16/2010 PR�R�TARrANDCOtsmENTw. THE WORVATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 8 O��"�'ihw gm�ai' , �:: ,,,may ��'��. °�'- PVC HORIZ. SLIDER 'S' 1:1 .: CWS -157 WINDOW SYSTEM, WRITTEN PERMISSION INC. CUSTREPRODUCTION W SYSTEMS,MC.IiS PROM E b y a t4��tt� EV. LETTEi, B HEFT: 3 OF 7 SECTION VIEW A-A V L I MS 23-26, 32,33 ,42,46 E USED BUT NOT SHOWN FOR ARITY. SECTION VIEW C-C ALT. FIN FRAME r` PROPMErARYANDCO FIDEWIYLL 1217/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRTREN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED IMPACT HOOK SPACING: 1) HEAD HOOKS: A) 6° FROM UNIT EDGE TO EDGE OF HOOK. B) A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314". C) INNER HOOK 3 7/6° FROM EDGE OF MTG RAIL 2) SASH CATCH: A) 2 -1/r FROM SASH CORNER TO EDGE OF CATCH. B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 613W. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4`. Vendor MkrOn I� EL1.•:1_-KTillrL7:71% IQ11. n JI.78111ti'i,T1�^I:I.I 6 1 14.1497 I ReW. Sash Meet Rai Keyrrark AWrrirtum 7 14-1699 lReW. Sash Pug Reg Al rrirum 8 H4004 Sash TOpBoL Rai Mgoon I RgId PVC 9 1 H•6027 I Sash Meet Rai. PVC I M0un I Raid PVC I:''--9 ilti7E�I:''_�11u'Si;L�i _ tJii"7T7♦t:: ^e'1;.r1� 26 P- 4638 1#8 x 2112° Ph TRUSS SYS @ mtg rag Fastenal Steel 27 P-3118 Keeper. Sweep Lock SuMvan Zinc 28 FL3166 Roger, Tandem M&M Nylon 29 P-3218 Screen Frame Agmetal Aluminum 30 P-3228 Screen Spline. .155 Dia., SOL Dapa Nybn 32 FL3321 Screen Frame Comer Key Magrwga Nylon 33 P-3342 Seam Sealer, SMI.5504 Schnee SBcone 34 P -3352 Set Bk, 85 Dur., 1/8"x SW x 2" Lg. Frank LoW a Rubber 35 /•3429 Wstp., 0.270 x .187 back FInSeal, Gray Ugrafab ZlnC 36 1 lRdect Glaze °M. Sg®Fbx 552 1 Henkel / Slim Nylon 39 1 FL3559 1#8 x 318" Screw, Frame Impact Catch Fastenal Steel 40 P-3581 Screen 00th, 18 x 16 Fbarglass Phg'er Fiberglass 41 P-3613 CWS Lbl. (bgo) ALUM. S.B.RJS.S.R. 488 42 83738 HS -8200 Gold Cart. Label, NFRC Tab, Impact 43 P-3752 Cap Plug, 1/2' Hole M&M Nybn 44 P-3783 Lock, Impact Interlock Zinc 45 P3881 Temporary LbL (NFRC1DP) ALUM. SASH IMPACT HOOK -1666 47 P- 4051 #8 x 1114" Ph FH TEK, Wht Fastanal Steel 48 P-4069 Keeper, hpact Sullivan ZlnC 49 P-4479 Weep Cover wt Flap M &M Nylon 50 P4632 Sweep Lock Sullivan Zinc Sl P-4633 112" Barrel fastener Fastenal Steel 52 Glass SEESHEEf 3 Cardinal Cardinal 53 H-6028 Maki Fr., SH, W fFW. MWon Rgid PVC 54 P -3429 Wstp., 0.420 x .187 back FIrSeal, Gray tgbw OTE ITEMS 18, 22, 31, 46 ARE OT USED IN THIS PRODUCT. 1 2 3 31 2 11/16° ',,, LPVC FRAME FLANGE-0031 3116" SASH CORNER FRAME CORNER CONSTRUCTION CONSTRUCTION 1116° L-S027 CORNER WELD CORNER WELD (ALL SIDES) (ALL SIDES) FIXED 5116° --y SCREWED METING THE SCREWED TOGETHER WITH OUTERFRAME 1118' 10 1 518" �q PVC SASH TOPBTM RAIL -6004 PVC SASH SIDE RAIL -6026 5 1116° 1116° 114° 5 5116° 9118 °"I 16 1'18 21/8° 718° PVC SCREEN SUPPORT - 6014 PVC GLAZESEAD - 6064 ALUM FIXED RAIL - 1836 ��f 1118° 1 118° 7118° 1!Z' T 7198° ALUM. SASH MTG. RAIL -1497 PVC SCREEN CATCH - 6013 ALUM. ROLLER TRACK - 1776 314° 7 3 ° 7116° —� 15/16, 9116° SCREW SUPPORT -3113 ALUM. SASH REINF. • 1699 PER 2010 FBC !° H� �"/,. ?WINDOWS & DOORS ', A 1800 SW 44TH AVE. A, FLORIDA 34474 OCAL L EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT SiAtE OE . dilr ass �-W' Nay ATE: 8200 ADE 3116/2010 •' ° °° �' ° PVC HORIZ SLIDER 12 c_ CWS-1 fti11�11 P17ER: B HEET: 5 OF 7 O ALUM. S.B.RJS.S.R. 488 5/B'— 1118° 1 616" 5= y- ALUM. SASH IMPACT HOOK -1666 O O PLAN VIEW 1 5116° 1/16' r-� 1 ALUM. FRAME IMPACT HOOK 1577 D PLAN VIEW 9116" 1116° LL 9/E r" 15110" LALUM GLAZE BEAD -1112 PVC FIXED RAIL COVER - 6063 L ALUMINUM EXTRUSION ARE 6063 -T6 PROPRIETARYAND COWIDRENTBLL 12/1/11 THE MFOM%TION CDNTAMED N THIS DRAMS IS THE SOLE PROPERTY OF CUSTOM WMDOW SYSTEMS, INC, ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE WRrZEN PERMISSION OF CUSTOM WMDCW SYSTEMS, NC. IS PROHIBITED. SASH CORNER FRAME CORNER CONSTRUCTION CONSTRUCTION 1116° L-S027 CORNER WELD CORNER WELD (ALL SIDES) (ALL SIDES) FIXED 5116° --y SCREWED METING THE SCREWED TOGETHER WITH OUTERFRAME 1118' 10 1 518" �q PVC SASH TOPBTM RAIL -6004 PVC SASH SIDE RAIL -6026 5 1116° 1116° 114° 5 5116° 9118 °"I 16 1'18 21/8° 718° PVC SCREEN SUPPORT - 6014 PVC GLAZESEAD - 6064 ALUM FIXED RAIL - 1836 ��f 1118° 1 118° 7118° 1!Z' T 7198° ALUM. SASH MTG. RAIL -1497 PVC SCREEN CATCH - 6013 ALUM. ROLLER TRACK - 1776 314° 7 3 ° 7116° —� 15/16, 9116° SCREW SUPPORT -3113 ALUM. SASH REINF. • 1699 PER 2010 FBC !° H� �"/,. ?WINDOWS & DOORS ', A 1800 SW 44TH AVE. A, FLORIDA 34474 OCAL L EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT SiAtE OE . dilr ass �-W' Nay ATE: 8200 ADE 3116/2010 •' ° °° �' ° PVC HORIZ SLIDER 12 c_ CWS-1 fti11�11 P17ER: B HEET: 5 OF 7 CONCRETEIMASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS 210 MIN. EDGE DIST. [C] 1 1/4' MIN EMBEDMENT JI • > ° :. ° Ici 0. { P• P P• FLANGE BY INSTALLER FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER �r T 0-4-F--JO' FINISH 8Y OTHERS �, x • =I • °P :P•a. P= • O =P � P •• �• P ••P Pe P. �P•P. ° •P Pe . P• P• .••PeP• : • •P• • P• • °A• ° � °P w. .P•P• P• •P• I BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR, 3118° DA. MASONRY SCREW. A a Wi WASHER THRU SCREW SUPPORT [C] ' a •'e 21/7 MIN. EDGE DIST. [C] �a�S 114' MAX SHIM [B] BOTTOM SWEEP LOCK ACITVATED ONLY DURING HURRICANES. —1 BY WOOD BUCK BY OTHERS [A] �•—�]" MAX SHIM 1 BY WOOD BUCK BY OTHERS (A) 1 1W MIN. EMBEDMENT L PERIMETER SEALANT [Cl BY INSTALLER EXTERIOR FINISH 1/4' MAX SHIM BY OTHERS [BI 8 HORIZONTAL SECTION 6 FRAME (MASONRY) INSTALLATION ANCHOR, 3116° DIA. MASONRY SCREW W/ WASHER THRU SCREW SUPPORT [CJ INSTALLATION ANCHOR, 3118' DUl MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS —1 /4' MAX SHIM [B] P� • °.Pa ° -- USE SOUD WOOD s P • SUPPORT TO MAKE :• •. : �,•° SILL LEVEL, BY OTHERS 1112 MIN EMBEDMENT • [C] L 2112° MIN. EDGE DIST. p VERTICAL SECTION 8 FRAME (MASONRY) SEALANT BEHIND — FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER 01 GI MIN. EMBEDMENT I 7/8' MIN. EDGE DIST. [D] INSTALLATION ANCHOR. #10 WOOD ANCHOR W/ WASHER THRU SCREW SUPPORT 1131 2 BY WOOD BUCK BY OTHERS. [A] SEALANT BETWEEN BUCK AND OPENING BY OTHERS PERIMETER SEALANT— I EXTERIOR FINISH BY INSTALLER BY OTHERS C HORIZONTAL SECTION 8 FRAME (WOOD) TE: HEAD AN0 JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3/1S' DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD BY INSTALLER �1/' MAX SHIM Ao • Do AWONRY g D a D o D o • ° ° D °� o• . o• oD• v sD 1 9!4" MIN EMBEDMENT D.o �o•OD.$ D •eD D D p D D [C] C °QDo •DsD DoD e D. s D. • e• s o• e ° DD.oD •oD r— 21[2° MIN. EDGE DIST D ALTERNATE PRECAST SILL DETAIL [C] \,.B j FRAME (MASONRY) o IIo—n — nn (TYP) I.r- PROPRIETARY AND CONFIDENTIAL 12/7111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, ING. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHMTTED. REFERENCE NOTES [AI SEE NOTE 10, SHT 1 [8I SEE NOTE 283, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 8, SHT 2 [E] SEE NOTE 6, SHT 2 SHEATHING BY OTHERS EXTERIOR FINISH — BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP — BY INSTALLER PERIMETER SEALANT BY INSTALLER MIN. EMBEDMENT INSTALLATION ANCHOR, #8 WOOD SCREW w/ WASHER p -2 BY WOOD BUCK BY OTHERS [A] SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP — BY INSTALLER EXTERIOR FINISH — BY OTHERS 1/4° MIN EDGE DIST [E] 2 BY WOOD BUCK 1w MIN EDGE DIST MAX SHIM BY OTHERS if] [A) �] MAX SHIM INSTALLATION AN #8 WOOD SCREW wl WASHER 9 ] lir MIN. EMBEDMENT [EI SHEATHING BY OTHERS �r 0.4 EXTERIOR FINISH ° • 8 BY OTHERS 1/4° MAX SHIM [e] 1L4 MIN EDGE DIST [El PERIMETER SEALANT BY INSTALLER (7)HORIZONTAL SECTION 7 FIN (WOOD) '• a "'�.,,� -2 BY WOOD BUCK o ° BY OTHERS �.; o• [A[ g,. °pd u INSTALLATION ANCHOR. 98 WOOD SCREW W/ WASHER [El 1 11Z MIN. EMBEDMENT [E1 yry E VERTICAL SECTION PROPRIETARY AND CONFIDENTIAL 12nill T FIN ( WOOD) THE INFORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, NC. ANY REPRODUCTION IN PART OR AB A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES (A) SEE NOTE 10, SHT 1 [8) SEE NOTE 283. SHT 2 [C) SEE NOTE a, SHT 2 [D) SEE NOTE 8, SHT 2 (E) SEE NOTE 8, SHT 2 Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 157B 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 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), 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, 4A, -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, AAMAIWDMA/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 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- 0712:57 -05:00 t ItI13101aa01 ,S,7 No 58201 !� +� 755! Az 12/7/11 Lucas A. Turner, P.E. FL PE #58201 Florida Building Code Online i Log In I User Registration { Hot Topics i Submit Surcharge I State & Facts � Publications Product Aporoyai Menu > produce or Apolication Search > Application List > Application Detail Product Manufacturer Address /Phone /Email Technical Representative Address /Phone /Emil Quality Assurance Representative Address /Phone /Errall Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Referenced Standard and Year (of Standard) Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969 -9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969 -9773 Ext 18 scottjohnson @plastpminc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969 -9773 Ext 16 mnoconneU@plastpm.com Exterior Doors Swinging Exterior Door Asserrbhes Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received PE -43409 National Accreditation and Management Institute 12/31/2014 Ryan J. long, P.E. l 1 Validation Checklist - Hardcopy Received f Equivalence of Product Standards y ,may Certified By Florida Licensed Professional Engineer or Architect m 1501n D4 Fm ihi of CTAMMA DM nrif wm.loridabUlcOng.org /pr/pr app d. aspWWaffr--%%( 3MQwtDq% GYVMZlQRCFPqu8gbCgpBdCziuo7RAX4H a /o2b5dPp /o2bZvMQ /o3dp /o3d 1/4 . 11/26/f3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 05/02/2013 05/02/2013 05/07/2013 06/11/2013 FL # tNodei, Number or Name Description 1 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door- Inswing /Outswing (X Grain /Rustic /Mahogany Series 0 - Configuration) Fiberglass Door Umits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS210 R3 II INST 15210.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schrrddt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.1 for Design Pressure Ratings, any FUS210 R3 AE EVAL 15210.1.odf additional use Immtations, installation Instructions and product Created by Independent Third Party: Yes 4.itkiMtEF ql`:?� Insfali�i;9rlrt �tllQtlIOns APP►xnr0oll9lr LSe -flf HVHZ: Yes FL15210 R3 Ir III X5210:2: Approved for use autside.-MVHZ: Yes Vef#fed By Lyndon F. SchiTidt, P.E. 43409 impact Iteallstaniu. Yes Created •by Independent Thlrci`>'ariy. Yes Design 4esaure: P!/A- »valuation Reports .=h SeeTNS7`:15210.2 fOr esign Prpssur Ratings, any Fi y 10. R1 At EVAL 15210.240 additfona,"I use 1100 ns, installation instructions and product Created by Indepenclem t hirii;i?arty: Yes DartiCUiB#� : 15210.3 c. Smooth/Wood Grain/White Wood 68 'Impact" Opaque Fiberglass Double Door with or without Grain /Rustic /Mahogany Series O Sidelites - Inswing /Outswtng (XX; OXXO - Configurations) Fiberglass Door Limits of Liss Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 H INST 15210.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schrrddt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.3 for Design Pressure Ratings, any FL15210 R3 AE EVAL 15210.3.adf additional use [imitations, installation instructions and product Created by Independent Third Party: Yes particulars. Umlts of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R3 II INST 15210.5.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 Evaluation Reports Other. See INST 15210.5 for Design Pressure Ratings, any FUS210 R3 AE EVAL 15210.5.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. f 15210.6 f. Smooth/Wood Gtaln/White Wood 16'8 'Impact" Gtaaed'Ffberglass i3orible Door with orwithva { www.floridabLdlcgng.org/pr/Pr_app dtl. aspWpararrrs= wGEVXQwtDgJ3�IVKJZIQRCFPquSgbCgpBdCz1u07RAX4H %Zb5dP%2bZJZQ %3d %3d 2/4 11/26/13 Florida Building Code Online atn([mnaLuse tirrdtattans; instaltal ion iilstnictlona and product Creag Icy pendent Third -earty. "Yes, patticulars 15?10 8 h, Smooth ihiootl Grain /White Wood 80 4 ac "Gazed M ibsrrglas Single tbisr wit h Sick%%' tg" orSIdelites C arftlRtr fit fahogany Series 0 Qflt +)Og ((?X or XA+: OX0 '- Conffguia igns: Fib 4 14ss hoar 15210.9 1. Smooth/Wood Grain/Whtte Wood 8'0 'Impact" razed Fiberglass Double Door with or without Grain /Rustic /Mahogany Series 0 Sidelites - Outswing ()X; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLI5210 R3 H Inst 15210.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schnddt, 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, any FL15210 R3 AE Eval 15210.9.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R3 II INST 15210.11.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 Evaluation Reports Other. See INST 15210.11 for Design Pressure Ratings, any FLI5210 R3 AE EVAL 15210.11.adf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. Smooth/Woad Grain/Whlte Wood'' 8'0 Vftot:t° Opaque Fiberglass Double poor with or without C ih�RUSt {c /[1ahogany >,Seri.0'idaiies piaWir£?,; LiXXC) - Cortfgutioras). E'flierariass E�c�r wm.floridabdidng.org/pr/pr_app_OU.aspt?pwanT EVXQMDqu&#MZlQRCFPqu8gbCgpBdCziuO7RAX4H %2b5dP%2bZxQQ %3dO/o3d 1 3/4 11/26/3 Florida Building Code Onilne MEM Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. Copyright 2007 -2013 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 smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an 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: Nit ,. S1=F mmfloridalxdlcHrtg.org /Pr/pr_ app dtl. asp ( 4warrr-wGEVXQvADqJ 3WMZ1QRCFPquBgbCgpBdCziuO7RAX4H a /o2b5dF" /a2bZv2Qg /o3de /gad 4/4 u fA a (two 14 N&I WIA f7L-.wi PWW—�. 1 or 0.4' 2.8• — 0.4• •a cQ (INC) M*E SmE (LVL) RdrBtloR LATCH SHLE (LVL) HOWMU CROSS MUM 2 95.7Y MAX O.A. WIDTH D O I Ulu I SEE HARDWARE TABLE ' CAP (FVC) v Sea &vets 5 and 6 fa muM•poht detcaL N ERtOR FOAM CORE — (POLYURETHANE - 1.9 PCF MIN.) 'I�,7• C1T,7.....1i� f TOP RAIL (COMP.) It V � EfMMOR •e �e • fad. • t.tl d a' 'a V n� R MI n, +{ n f AZ N.T.S. s r �+ JK m eh VS R FL- 15210.1 n Er -?— OF -2- Sea &vets 5 and 6 fa muM•poht detcaL N ERtOR FOAM CORE — (POLYURETHANE - 1.9 PCF MIN.) 'I�,7• C1T,7.....1i� f TOP RAIL (COMP.) It V � EfMMOR •e �e • fad. • t.tl d a' 'a V n� R MI n, +{ n f AZ N.T.S. s r �+ JK m eh VS R FL- 15210.1 n Er -?— OF -2- RX SECRON • � .1, •` Arm� d a A . a d d a. a i^5'i VERTICAL CROSS SECTION Sfie M WIADAttW#KW r VERMAL CROSS 'f... Q ~° gi g4 INI e1�a 5� 3 N L BY' JK e s LFS 3 •Oa G FL- 15210.1 s Er 4 oF 9- MASONRY OPENING PaTIX3 41 pyp.) 7 0 0 as It 2L. LU DUCKANCRORM VWJAMB CONCRETEANCHOR 1. SLOstituffon of equal concrete anchois from a diffewt Appler ffw have different edge distance and colter dblance mqutrements 2 Concrete anchor locallons at the comers may be acWed to mafntah the mIn edge cbknce to mortar jests. C=crete anchor locations noted as WAX ON CENTER" must be addiffonal concrete anchors may be required to ensure the MAX ON CENTER" dimenslon are not exceeded. 3. Concrete anchor table. 1x .. . .............. ... ... .... .. . ... ....... ..... ..... ... wcw-TO ....... IM. ....... .... ..................... ....... . ...... ......... .... ...... .... . . ..... ... .. ...... ...... ...... .... ...... .. . .... . ...... .... ... . . . . . . . . . ............ ......... ... ... ....... .. ............................... . . .. ......... ........................................ ITW I/C 1-1/e 2-1/2° r uco Ifir I "I/C 1 1. 1 lTw TYP . HEAD 2-5Ar 2- 1 1x SILL ONLY tl FRAMEANCHOIDIG Masonry con*ucgon 1X 2X UZIMI wu -Or. JK of. US am Nw FL—t5290.9 SEE HINGE L 2X BUCK DETAIL (rYP.) G IX BUCK MASONRY 7, TYP . HEAD 8,.,Am OPENING FRAME fit P 2X BUCK-\ SILL ONLY tl FRAMEANCHOIDIG Masonry con*ucgon 1X 2X UZIMI wu -Or. JK of. US am Nw FL—t5290.9 jDLML P I WV 2 4.W 1 L3 771-3 4 4-7 -W RM� R-- @ 2 m Rtz RM -MM M -- Rut,,,, PIN, FL-15270.1 �v sad N 6 ` a U� H I I a 58 #8XTPFHWS STEEL 0 a km 5 m a a 0 02/16/12 °a Swm Pd.T.S. 9 . Br: JIC mm ow W. LFS 3 d FL- 75210.1 19 0 ems 9 11 eTUOFn+u►rFRT�ts � ® ce�cernox A l x BUCK sc x 0.55 wc�D B 2X BUCK SG n OM yyddp C 1/4° MAX. SHIM SPACE D 1/4°X2 -3/4° PFH ELCO OR (IW CONCRETE SCREW yip, E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 1 /4°X3 -314° PFH ELCO OR flW CONCRETE SCREW DEL N 3116° x3 -1 /4° PFH ITW CdNCREIE SCREW � 1 1!4° X 1 -3/4° PFH ELCO OR Tt4V CONCRETE SCREW STEEL L #& X 2 -1 /2° PFH WOOD SCREW y�g 1 POLY FIBER JAMB COMP. !VINYL 2 FIIJGEIi JOINTED PINE FRAME WOOD T WEATHERSTRIP FOAM 8 DOOR BOTPOM SWEEP VINYI, 4 4 X 4° BUT HINGE STEEL 11 09 X 3/4° PFH WOOD SCREW STEEL 22 3 POINT'T'ONGUe' MULTI -P�Pf L�KSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) y-� 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE S7Fg 28 DEADBOLTSTRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 BdSWINGTHRESHOLD ALUM/COMP 37 81SWING THRESHOLD ALUM/w000 � RVSWING THRESHOLD ALUM/COMP � DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTKNd DETAILS 55 #10X1- 1/TPFH SCREW STEM 57 BACKING PLATE y-� 60 MULTd- POI1JdTSl'RIKEPLATE STEEL 62 LOCK ASSEMBLY y�g �v sad N 6 ` a U� H I I a 58 #8XTPFHWS STEEL 0 a km 5 m a a 0 02/16/12 °a Swm Pd.T.S. 9 . Br: JIC mm ow W. LFS 3 d FL- 75210.1 19 0 ems 9 11 eTUOFn+u►rFRT�ts � ® ce�cernox A l x BUCK sc x 0.55 wc�D B 2X BUCK SG n OM yyddp C 1/4° MAX. SHIM SPACE D 1/4°X2 -3/4° PFH ELCO OR (IW CONCRETE SCREW yip, E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 1 /4°X3 -314° PFH ELCO OR flW CONCRETE SCREW DEL N 3116° x3 -1 /4° PFH ITW CdNCREIE SCREW � 1 1!4° X 1 -3/4° PFH ELCO OR Tt4V CONCRETE SCREW STEEL L #& X 2 -1 /2° PFH WOOD SCREW y�g 1 POLY FIBER JAMB COMP. !VINYL 2 FIIJGEIi JOINTED PINE FRAME WOOD T WEATHERSTRIP FOAM 8 DOOR BOTPOM SWEEP VINYI, 4 4 X 4° BUT HINGE STEEL 11 09 X 3/4° PFH WOOD SCREW STEEL 22 3 POINT'T'ONGUe' MULTI -P�Pf L�KSET (Mfg. BY HOPPE) STEEL 23 MULTI -POINT STRIKE PLATE (TONGUE SYSTEM) y-� 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE S7Fg 28 DEADBOLTSTRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 BdSWINGTHRESHOLD ALUM/COMP 37 81SWING THRESHOLD ALUM/w000 � RVSWING THRESHOLD ALUM/COMP � DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTKNd DETAILS 55 #10X1- 1/TPFH SCREW STEM 57 BACKING PLATE y-� 60 MULTd- POI1JdTSl'RIKEPLATE R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, Fl. 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth I Wood Grain I White Wood Grain Exterior Doors Exterior Door 5200 W. Century Blvd. Rustic / Mahogany Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Phone 440.959.9773 Inswing/Outswing - "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 in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product 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 bome 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 7. Outswing configurations meet water infiltration requirements for "HVHZ". All 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 FL- 15210.1 for size and design pressure limitations Supporting Documents: 1. Test Retort No. TEL 01390365 ETC -05- 255 - 16776.0 ETC -06- 255 - 17412.0 ETC -07- 209 - 19303.0 Test Standard TAS 201-94,202-94 & TAS 203 -94 ASTM D 635-98,638-03,1929-96 & 2843 -99 ASTM G 26-95 ASTM E 8405 ASTM D 635-98,638-03,1929-96 & 2843 -99 2. Drawing No. Prepared by No. FL- 15210.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E 1300 Glass Load Lyndon F. Schmidt, P.E. Testing Laboratory Signed by Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Joseph L. Doldan, P.E. ETC Laboratories Ben Meunier Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & 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 ISO /IEC 17020 and Guide 53. PF 1596 Sheet 1 of 1 MOM Lyndon F. Schmidt, P.E. FL PE No. 43409 2/17/2012 I MIAMt� M GiWE MIAM -DADS COl1NTY M 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 PTANCE (NOA) www.miamldade gov /peral 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 ofconstruction 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 (m 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, modhfi4 or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up to 9' -0" Wide APPROVAL DOCUMENT: Drawing No. IRC-9509- 189 -21 -I, titled "Model 950 Heritage and Model 655 Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 04/09!2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL ofthis 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done In its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0619.02 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0=8.01 Expiration Date: September 6, 2017 lt Ap proval Date; May Pa 3,2012 (( 8 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC- 9509 - 159-21 I, titled "Model 950 Heritage and Model 655 Oak . Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 04 /09/2007, with revision C dazed 12105/2011, prepared by Amart Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed., P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "SubmNed under NOA # 12- 0228.09" "Subm&ed under NOA # 07- 6619.02" 3. Test report on Large Missile Impact Test per FBC TAS 201 -94, Uniform Static Air Pressure Test per FBC TAS 202 -94 and Cyclic Wind Pressure Test per FBC TAS 203- 94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0326.01 -07, dated 05/08/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T682, dated 04/19/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS L Anchor calculations prepared by Structural Solutions, P.A., dated 01/25 /2012, signed and sealed by Thomas L. Shelmerdine, F.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, F.E. 4volzolz Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.01 Expiration Date. September 6, 2017 Approval Date: May 3, 2012 E-1 TYPICAL TOP FD(TURESO r ED bi ATiA O/W ea W u4' x/ TYPICAL�!msAFE CENTER mNOErn I gam. = mean SCRUS am I= Va4am INm VERTM& l� TRI ON I= Sim 9/8' NDl cANA. LATML = LEM a noTnevn l E, DA HDi ExTERMR R/8A%ED ON POLTESM ATTAflRO PPEER1/4- A RGE MISSILE �T RESISTANT SpEcmcknm mm NOTES I'm m TAO 7iiE LqM Dt� �VFRiRN. JA6Di8 t T�FR� THE D �'pM No PDaT1ON of THE LoAo Y x 1/D'ELT QMM pia /"x P2 DA, p CEHTER c' SEDTmN CA � M STRZ HEAD 3 SO" It TO DA MY. STEEL R -T�J6S ATTACHED <p PER SECTDDi V/ t3T EACH x 3/M HEx HEADS M C AT EACH DID fla STILE AND E AT AND (E SAL DOlI81.E END STIZ AND Wf AT EfA9i CENTER 87AE `J TMRMEDIATE SECTM d d GLAZING OPTION DETAIL 4Lanlro`6�rYAi,TM � GALV STEEL. INTERRIR IMPACT WV=V FRAME P GALV STEEL EXTERIOR vwm WONDOW Fm E4 GA STEEL DOOR z.��T INACI HDIDW FRNtE, PRATE: ro "64• X 1/2' SCREW - USED 70 fASTEN DECORATIVE t'LfSTIC TIIRDSD Caw nwz ro THE ASSDMY .LW ]ATRCKET SPACING TRACK CONFIGURATION FOR Wr UP TO 14' TALL DOORS @ INUT9 SECTDIN 2 -0 IMPACT WPIDOW DETAIL. ITT.S WOOD JAMB ATTACHMENT TO STRUCTURE /i6' X 3' LAG SCREWS S ARTIM6 6' FROM -MU THEN 16' LL6 (I 1/2' EMIEWOM HII.Ti 5Lx xEEVEx�ANI 3x/64' X t �4'O STARTING 6'�FR ENDS T ffN�16' QC. L4• NT> m /RAMSET REDHEAD RWI- BOLT) 3$' X 4• STARTING 6' FROM ENDS THEN 2 tl 4. 116 CO V2' EMBEDMENT} SIMPSUN T3' APAART) AT 81 Mr. n 6' • iSE PAIRS 13F FASTENERS KLTI 114• X 2 -3/4' KiPDG -CON ]I� SCREWS STARTING 6• FROM ENDS, USE PAIRS DF' FASTENERS Cr APART) AT 8. O.C. (IL4• EMBEDMENT) 2 Y 6 WFRWML IAMB AttACNMEM TTt GMirrn 96 tmK (ma PST FRIIlm HO.TI SLEEVE ANCHOR 3/2' X 2-3/4' STARTING 6• FROM ENDS THEN 90'= 0 L4' EMBEDMENT) (Wt. USE FASTENERS FOR HOLLOV C-" MMM IKAM AND BMTS CAN BE COISdTERSUMC TO PROVIDE A FLUSH MDUNTING SURFACE. �PARATI M OF VOOD .lMIDS BY O7INERS lWmw STRUCTURE STRUCTURE l♦Ol.LOW aLGSx STRIX;TLSE STR� Ch1RE 1/2' FIIN 2-3/4• 1 -ill' MIN 4 JAM §' Pmi IMPACT GLAZING FASTENER DETAIL 11M AVAILADIE "A" COPRiW 106 „ r 0 OSffi1DO0'EE.OBOiS —^ DAU BT A 10 IDLE mm TO PAM 1 7/3P 0 B Emmis NIP E UP019D W F1{6 28W T 1 0R TMRMEDIATE SECTM d d GLAZING OPTION DETAIL 4Lanlro`6�rYAi,TM � GALV STEEL. INTERRIR IMPACT WV=V FRAME P GALV STEEL EXTERIOR vwm WONDOW Fm E4 GA STEEL DOOR z.��T INACI HDIDW FRNtE, PRATE: ro "64• X 1/2' SCREW - USED 70 fASTEN DECORATIVE t'LfSTIC TIIRDSD Caw nwz ro THE ASSDMY .LW ]ATRCKET SPACING TRACK CONFIGURATION FOR Wr UP TO 14' TALL DOORS @ INUT9 SECTDIN 2 -0 IMPACT WPIDOW DETAIL. ITT.S WOOD JAMB ATTACHMENT TO STRUCTURE /i6' X 3' LAG SCREWS S ARTIM6 6' FROM -MU THEN 16' LL6 (I 1/2' EMIEWOM HII.Ti 5Lx xEEVEx�ANI 3x/64' X t �4'O STARTING 6'�FR ENDS T ffN�16' QC. L4• NT> m /RAMSET REDHEAD RWI- BOLT) 3$' X 4• STARTING 6' FROM ENDS THEN 2 tl 4. 116 CO V2' EMBEDMENT} SIMPSUN T3' APAART) AT 81 Mr. n 6' • iSE PAIRS 13F FASTENERS KLTI 114• X 2 -3/4' KiPDG -CON ]I� SCREWS STARTING 6• FROM ENDS, USE PAIRS DF' FASTENERS Cr APART) AT 8. O.C. (IL4• EMBEDMENT) 2 Y 6 WFRWML IAMB AttACNMEM TTt GMirrn 96 tmK (ma PST FRIIlm HO.TI SLEEVE ANCHOR 3/2' X 2-3/4' STARTING 6• FROM ENDS THEN 90'= 0 L4' EMBEDMENT) (Wt. USE FASTENERS FOR HOLLOV C-" MMM IKAM AND BMTS CAN BE COISdTERSUMC TO PROVIDE A FLUSH MDUNTING SURFACE. �PARATI M OF VOOD .lMIDS BY O7INERS lWmw STRUCTURE STRUCTURE l♦Ol.LOW aLGSx STRIX;TLSE STR� Ch1RE 1/2' FIIN 2-3/4• 1 -ill' MIN 4 JAM §' Pmi IMPACT GLAZING FASTENER DETAIL 11M AVAILADIE "A" COPRiW 106 „ r 0 OSffi1DO0'EE.OBOiS —^ DAU BT A 10 IDLE mm TO PAM 1 7/3P 0 B Emmis ®T E UP019D W F1{6 28W T 1 0R ESIGN LOAD +57.0 PSF 8I 0 RUBS ti� MODEL 080 SBBiTAGE 1000, 8000 MODEL 686 OAK SUMMIT (24g) 1000. 2000 SHOW LONG, FLOSS, & CAN SUMMIT PANELS ml mo By af WTI wao I smim ;—W WM RM L S IM PL UC BA 07 M I SEET 2 W TABLE 1 TABLE 2 ,Z,jyn F1orid�Bi lding Code Online http://www.floridabWlding,org(pr/pr app d.aspx?paranr-=wGEvxQwL.. Submt Surcharge Stats & Facts Pubkotions +,? FBC Staff BqS 5 @e Map links Search ILkm' snwollX£;j..t"Q f0i'l,- wi-IRIERW ; fo LL'a_ ��. •.s. vi. ,�.i . — •i.- - Fl '* FL13010 -Ri Application Type Revision Code Version ZO10 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Brian Tenace Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368 -6922 Ext291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address /Phone /Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368 -6922 Ext221 jompson@cws.cc Category Windows Subcategory Fixed 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 Lucas A. Turner the 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 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL13010 RI COI EvalReo CWS -433A (PW -8100, 3602, IMPACT).Ddf Standard AAMA/W DMACSA/101 /I. S.2/A440 -05 ASTM E 1300 -04 ASTM E1886 -05 ASTM E1996 -02 PA TAS 201/202/203 Year 2005 2004 2005 2002 1994 1 of 3 7/21/2012 6:08 PM Florida Building Code Online http: / /www.floridabWding.org(pr /pr app 4d.aspx ?paranrwGEVXQwL.- 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 FL # Model, Number or Name Description 13010.1 PW -8150 PVC Fixed Window PW -8150 PVC Flg/Fin Fixed Window, 36" x 72 ". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13010 RI II CWS -433A (PW -8150, 36x72, Approved for use outside HVHZ: Yes IMPACT).odf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +75/ -75 Created by Independent Third Party: Yes Other: PW -8150, 36" x 72 ", DP = +/- 75 psf. Large Missile Evaluation Reports Impact. FL13010 R1 AE DuPont PVB NOA 11 -0624 01.Ddf FL13010 R1 AE EvaIReD CWS -433A (PW -8150 36x72 IMPACT).Ddf FL13010 R3 AE Mikron NOA 11 -0830 09.Ddf 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. ContHdSI, I P ). df Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/ -67.5 Created by Independent Third Party: Yes Other: Large Missile, Dp = +/- 67.5 psi, Max. size 74 1/8" x 72 ". Outer lite must be safety glass above 30 ft. In Evaluation Reports FL13010 RI AE DuPont PVB NOA 11 -0624 01.Ddf FL13010 R1 AE EvaIReD CWS -510A (PW -8150 74x72 HVHZ. ContHdSI, IMP).Ddf FL13010 R1 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes 13010.3 PW -8300 PVC Fixed Window PW -8300 PVC Fixed Window, 120" x 48 ". Limits of Use Y Installation Instructions Approved for use In HVHZ: Yes FL13010 R1 II CWS -373A (PW -8300. 120x48, IMPACn.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +70/ -70 Created by Independent Third Party: Yes Other: PW -8300, 120" x 48 ", QP = +/- 70 psf. Large Missile Impact. Evaluation Reports FL13010 Ri AE DuPont SGP NOA 11 -0624 02.Ddf FL13010 RI AE EvaIReD CWS -373A (PW- 8300, 120x48. IMPACT).Ddf FL13010 R1 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes 13010.4 PW -8300 PVC Fixed Window PW -8300 PVC Fig/Fin Fixed Window. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13010 R1 H CWS -1598 (PW -8300. IMPACT).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact, See Installation Drawings for FL13010 Ri AE DuPont PVB NOA 11 -0624 01 .pd Max. size and DP's. FL13010 Ri AE DuPont SGP NOA 11 -0624 02 Ddf FL13010 R1 AF FvalRee CWS -1598 (PW -8300 2 of 3 7/21/2012 6:08 PM Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app_dd.aspx?paranr- wGEVXQwt .. IMPACT).odf Created by Independent Third Party: Yes Baas Contact Us :: 1940 North Monroe Street. TaAahessee FL 32399 Phone: 850 - 487 -1824 The State of Florida Is an AAJEEO empbyec Cooyrlaht 2007 -2010 State of Florida.:: Privacy Statement :: Accessib0'ty Statement :: Refund Statement Under Florida law, e-mall addresses are pubb c records. If you do not want your e-mall address released In response to a pubes- 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 regarding MBPRs AMA web accessmmty, please contact our Web Master at webmastenaftbocstate.fLus. Product Approval Acceptsr 3 of 3 7/21/2012 6:08 PM 73 MAX PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACTI SHOWN WIDIFFERENT OPTIONS 49 19' - MAX OVERALL FLANGE WIDTH 48. MAX UNIT WIDTH 45 1/8' GLASS DLO MAX UNIT ci 10 S GN U 35b TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS .......... 1 ANCHOR SCHEDULE & NOTES .......... 2 -3 SHAPES- ..................... ...... -- ................. A GLAZING..................... ..............................5 SECTION VIEWS. ..................................... 6 EXTRUSIONS & B. O. M .............................7 INSTALLATION DETAILS ...................... 8-9 69118' GLASS Lu A. Tunw, P.E. 2011 -12- 1411:08-05:00 y PROPR8:TARYAND CONFIDEMAL 12/14/11 THE INFORMATION CONTADIED M THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, M. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 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 6) 3. CONFIGURATION: FIXED LITE 'W. 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 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=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, 1A, 2, 2A, NCTL - 210 - 3672 -1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION PW -8300. 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. 73114' MAX OVERALL FLANGE WIDTH MAX UNIT WIDTH 69 118' GLASS DLO 77 lw MA. OVERALL FLANGE HEIGHT 78' OMAX. UNIT HEIGHT 73 918° GLASS DLO DESIGN URE RATING 367.5 Lu A. Tunw, P.E. 2011 -12- 1411:08-05:00 y PROPR8:TARYAND CONFIDEMAL 12/14/11 THE INFORMATION CONTADIED M THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, M. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 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 6) 3. CONFIGURATION: FIXED LITE 'W. 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 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=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, 1A, 2, 2A, NCTL - 210 - 3672 -1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION PW -8300. 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. 8° m 1 IT ANCHOR LAYOUT - (FLANGE) THRU FRAW- WASONRY OR WOOD OPENING) *455 DP OTE 2 INSTALLATION ANCHOR(TYP) e° MAX (TYP) ANCHOR OW) 4' MAX (IYP) O.C. r SEE NOTE 6 C C T ANCHOR LAYOUT - (FINI THRU NAILMG FM (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 OR 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° DIX ELCO ULTRACON 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 21(2° SHALL B ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 316° INTO 2 BY WOOD BLACK OR FRAMING. A MINIMUM EDGE DISTANCE OF 716° SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1r7 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. DISSIMILAR MATERIALS 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=0.65 (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). FMA/AAMA200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS). lz;7— PROPFW%mraNDCONFIUENNTIAL 12/14111 THE MFORMATION CONTA04ED 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. Na 55201 °0%11900SW44TH AVE. OCALA, FLORIDA 34474 * Tm E ANCHOR SCHEDU STATE OF 4;iiF Fu, _ . 8300 NITS CWS -1 B L•6T 7: 2 OF 9 r I 4° MAX — 8° Hoax O.C. oyp) (T 8° MAX 7 6/8° MAX. O.C. {m'•) SEE NOTE 2 i 7 SEE NOTE 6 — — — — — — — — — — — — I I — — — — — — — — — — — — — — — S° MAX I I ar MAx O.C. I 7518° MAX. O.C. I I "') I I I (T`P) I I I I I I I I I I I I O I I I I O I INSTALLATION I I ANCHOR (TYP) I INSTALLATION I I I I ANCHOR (TYP) I I I I I I I I I I I I I I I I ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) THRU FRAME (MASONRY OR WOOD OPENING) TI4RU NAWNG FIN (WOOD OPENING) y. 679 DP y -87.5 OP B UPDATED PER 2010 FBC 12!6!2011 LUCAS A. TURNER FL P.E. 68201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 _ Ptatttttttq � !7J No 58201 � 1900 SW 44TH AVE. C OCALA, FLORIDA 34474 sue— yg z mE: ANCHOR SCHEDULE - LARGE MISSILE IMPACT STATE OF dNI AND f S: A E �� a THE RMAMNNCONTANr��rsHI DRAM WINDOW s ER �sPROPPERTYOFCUSTO �' g .. �� PVC FD( ED LITE CWS -159 WRITTEN PERMISS" OF CUSTOM W'NWW PROMML ttttl'tt B 3 OF 9 I i 112 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 FULL ELLIPSE rOVAL'7 TRIANGLE m PROPMEMMYAND CONFIDENTIAL 12/14111 THE INFORMATION CONTA94ED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. AMY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHMITED. LUCAS A. TOMBSTONE 1' OVERALL 3116° ANNEALED 112° AIRSPACE 6116' LAN GLASS 118° ANNEALED .090 DUPONT PVB INTERLAYER 116° ANNEALED DPURFECT GLAZE 'H' SIKAFLEX 552 1 112° GLASS SITE (V GLASS TYPE A FULL SIZE 1' OVERALL 3116° TEMPERED IW AIRSPACE 6/16' LAM] GLASS 118° ANNEALED 1/16' DUPONT PVB INTERLAYER 118° ANNEALED DPURFECT GLAZE °H° SIKAFLEX 552 ll 112' GLASS SITE GLASS TYPE B FULL SIZE 1' OVERALL 3116' HEAT STRENGTH 31W AIRSPACE 7/16" LAMI GLASS 3116' HEAT STRENGTH .080 SENTRY GLASS IONOPLAST 3/16' HEATSTRENGTH DPURFECT GLAZE -If SIKAFLEX 662 J 112° GLASS SITE GLASS TYPE C FULL SIZE ^;t No smi r- .7-7- w �. .- STATO OF PROPfUETARYAND CONFIDENTIAL IV14111 ; 0Rt THE OW SYSTEM CONTAINED IN THIS REPRODUCTION I IS THE ROLE PROPERTY OF CUSTOM rr �` ys +, "rte WRITTEN PERMISSION OFFCUS� WINDS SYSTEMS, MS,,MC. is PRO�WITHOUT 58201 1' OVERALL 3716° TEMPERED 318° AIR SPACE 7116° LAN GLASS 3116' HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3116' HEATSTRENGTH F]PURFECT GLAZE °H° SIKAFLEX 552 All GLASS SITE 0 GLASS TYPE D FULL SIZE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 PTLE: GLAZING DETAIL - LARGE MISSILE IMPACT 5/05/20071 1:1 CWS B " 6OF9 GLASS TYPE MAXSIZE W x H DP +/ -55 A, B 48 X72 DP +/ -67.5 C, D 72 X 76 1' OVERALL 3716° TEMPERED 318° AIR SPACE 7116° LAN GLASS 3116' HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3116' HEATSTRENGTH F]PURFECT GLAZE °H° SIKAFLEX 552 All GLASS SITE 0 GLASS TYPE D FULL SIZE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 PTLE: GLAZING DETAIL - LARGE MISSILE IMPACT 5/05/20071 1:1 CWS B " 6OF9 B g 8 11 9 6 10 1 Q O 9 10 11 8 7 7 3 SECTION M 4 EXTERIOR EXTERIOR 8 wj- 5 2 7 � SECTION VIEW GC ALT FIN FRAME B UPDATED PER 2010 FBC 1216/2011 6 LUCAS A. TLRNER, FL P.E. smi Al UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 SECTION VIEW A,A r N* 5=1 %V% 1900 SW 44TH AVE. y S OCALA, FLORIDA 34474 * �ro = mz TITLE. SECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT STATE OF > 40' RAWN BY. P� OF SERIES: ` ~0"��jP;,i- .; O R 1�'a`�'*�� ~0 8300 5/05/2007 O THE W- ORVATION CONT r�i IS DRAWWIiNOcQ�THE SOLE PROPERTY CUSTO WRITTEN SYSTEMS. ��Ww REPRODUCTION n� ��i�j�lp{yA� i`s�� PVCFDO� LITE 1:2 CWS -159 �A�� B rHEEj: 6OF9 Item# Part# Descri 'on Vendor Material 1 H -6006B Fr., PW, Main, Head M1kon PVC 2 H -6006B Fr., PW, Main, Sill Mikron PVC 3 H -6006B Fr., PW, Main, L. Jb. Milaon PVC 4 H -6006B Fr., PW, Main, R Jb. M>'laon PVC 5 H -6006A Fr. Main, PVC, Fin Mikron PVC 6 P -3113 Screw Support for PVC Team Plastic Rubber 7 P -3352 Set, Blk, 85 Dur., 1 /8" x5/8" x2" L . Frank Lowe Rubber 8 Purfect Gaze "H ", SikaFlex552 Henkel/ S71m Silicone 9 P -3752 Cap Plug, 1/2" Hole M &M Nylon 10 S-6064 Gz Bd., Fxd. (1" O.A. I.Cx) Mikron PVC 11 GLASS See Sheet 4 10 1/4- 1/1x° 716° PVC GLAZESEAD - W64 F.W4 PROPRIETARYAND COWMEMML 12/14/11 THE W ORMATION CONTAINED IN THIS DRAWING IS THE BOLE PROPERTY OF CUSTOM WINDOW SYSTBItI4 INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. O ' CORNER WELD (ALL SIDES) PVC FRAME FLANGE - H 6006 B PVC FRAME FIN - H SOM 8 3116° Q SCREW SUPPORT - P-3113 No 5mol —P S . 1900 SW 44TH AVE. % $ OCALA, FLORIDA 34474 it .a.. IttE: * m : EXTRUSIONS $ B.O.M. -LARGE MISSILE IMPACT STATE OF .16ml E Ec: -- �. nw PVC FIXED LITE r.,.. W. 1:2 r.... CWS -1591 7OF9 CONCRETE/MASONRY BY OTHERS 1BY WOOD BUCK 1318! MIN EMBEDMENT BY OTHERS (0] SEALANT BETWEEN SUCK (A) AND OPENING BY OTHERS • 6 • -y �+--1W MAX SHIM lW MAX SHIM By OTHERS BUCK SEALANT BETWEEN BUCK INSTALLATION ANCHOR, 3/18° OIA. • ► AND OPENING BY OTHERS MASONRY ANCHOR W1 WASHER • ' ► ' ► ° Z& MIN. EDGE DIET. THRU SCREW SUPPORT p•A a N] 2-Ur MIN. EDGE DIST. (C] [C) ► • p • ' a 0 p INSTALLATION ANCHOR, 910 WOOD SCREW wANASHER • • ► • ► • • THRU SCREW SUPPORT CONCRETE/------------- • 2112"_ MIN. EDGE DIS . p •► •: g N] MASONRY BY OTHERS . .• ° s . a: a 9" MIN. EMBEDMENT [C] ; 2 BY WOOD BUCK . o . a • ° • '• a • ICI; a • • a • s • a • ► p p .. Y•.,,..,r. BY OTHERS (A) EXTERIOR FINISH BY OTHERS Y 1 BY WOOD BUCK BY OTHERS [A] k'ki. °t�'tev 11/44" MIN EMBEDMENT •r r•• SEALANT BEHIND I FLANGE BY INSTALLER (C] SEALANT AND OPENBNO BY THERS PERIMETER SEALANT _.... -� PERIMETER SEALANT PER EXTERIOR FINISH BY INSTALLER BY INSTALLER L BY OTHERS EXTERIOR FINISH BY INSTALLER By OTHERS SEALANT BEHIND 114° MAX SHIM HORIZONTAL SECTION rC HORIZONTAL SECTION 8 FRAME (MASONRY) 8 FRAME (WOOD) FLANGE BY (B] INSTALLER OTE: H ND JA B INSTALLATION ANCHOR IMII.X FOR 2BY INSTALLATION. IHOWN 31 DIM. MASONRY ANCHOR LL INSTALLATION SAME AS I16° W/ WASHER THRU SCREW SUPPORT BELOW. [C] INSTALLATION ANCHOR, SEALANT BEHIND 3116° DIM. MASONRY ANCHOR w/ WASHER THRU SCREW SUPPORT FLANGE BY ICI INSTALLER 1/4• MAX. SHIM (lYP) PERIMETER SEALANT BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS . e . D . ° •DO . •DD° FINISH e •De BY OTHERS 8Y OTHERS R D • • ° ° D, SEALANT BEHIND INSTALLATION ANCHOR, ° D o o e e • o D, e• o D 1114' MIN. EMBEDMENT D FLANGE BY 3116• DIA. MASONRY ANCHOR D. .D e•° D. D D D D D D D (TYP) •pDo INSTALLER W WASHER THRU SCREW SUPPORT ° • ° D, a • o • e ' e [C] D ° • ° ° a r: D D REFERENCE NOTES: PERIMETER SEALANT •> o D D s D • o D ' [A] SEE NOTE 10. SHT 1 BY INSTALLER 1/4° MAX SHIM CB] Zip) MIN. EDGE DIST. BHT 2 SEE NOTE �4, SHT 2 CONCRETE/MASONRY (TYp] [Oj SEE NOTE 5, SHi 2 PI EXTERIOR FINISH BY OTHERS [Ej SEE NOTE 6, SHT 2 BY OTHERS .. SILL STOOL D ALTERNATE PRECAST SILL DETAIL �:•: .:a- ► pri•~ .a. BY OTHERS 8 FRAME(MASONRY) a , • °•° • °� ' ° `• B UPDATED PER 2010 FBC 12!8!2011 • • a •� a: . a•a USE SOLID WOOD a� • °.a •• o SUPPORT TO MAKE LUCAS A TURNER, FL P.E. 58201 A I UPDATED PER NEW FSC REQUIREMENTS 7/07/2008 ° ° °� > `. �. s =. > . °� •: :. '= SILL LEVEL BY OTHERS , tRatllrera, .•° a • •� • � � • P • S• • a: ' °p • ° P i � • tt rr �° �Y,�•A! • • �► • °• O � ��`t`t ¢ �ji� ' ;'Y�'IAYV W ►/Y � t'1`C`+ •' `+�s. ' 1 1 /4" MIN. EMBEDMENT $� : WINDOWS & DOORS No 5=01 ?3 : 1800 SW 44TH AVE. CONCRETEIM,4S0192v BY OTHERS [ol ? 210 r i6 :1k = OCALA, FLORIDA 34474 MIN, EDGE DIST, ,k ICI A VERTICAL SECTION T + : a r LE: INSTALLATION THRU FRAME -LARGE MISSILE IMPACT Z9 +, STATE 8F . �► FRAME (MASONRY) io ti'•, c py p�.' �� es: 8300 r'ji p'�"+.®.aR.: � 5/05/2007 THE Q�ORMAT*N CONTAMED W THIS DRAWING SOLE PROPERTY OF CUSTOM 4, a 'e C'�� ANY REMWUC�YNINPARTiT RA41SWHOLEwED � ,r'�r i �ittt, PVC FIXED LITE NTS CWS -159 Wg'=WS SS-W LETTER: A�, r. R SOFB BY INSTALLER '•° JW MIN EMBEDMENT WINDOW WRAP LEI BY INSTALLER �-[ 1W° MAX SHIM 181 213Y WOOD BY OTHERS [A) INSTALLATION ANCHOR #8 WOOD SCREW ANCHOR WI WASHER lEl 1 12° MIN. EMBEDMENT [EI i SHEATHING BY OTHERS a• ,r EXTERIOR FINISH � gee e BY OTHERS SEALANT BEHIND FIN BY INSTALLER -1L4' MIN EMBEDMENT Iq 114° MAX SHIM IsI WINDOW WRAP BY INSTALLER I 1PL° MIN. EMBEDMENT (El °y �rv��eBL�crc INSTALLATION ANCHOR, SHEATHING #8 WOOD SCREW ANCHOR BY OTHERS WI WASHER rm SEALANT BEHIND FIN �\ a I BY INSTALLER • • VIIAy 2 BY BUCK 1L2 MIN EMBEDMENT BY OTHERS EXTERIOR FINISH -.,_ -\, e. o• PERIMETER SEALANT BY INSTALLER '•° JW MIN EMBEDMENT WINDOW WRAP LEI BY INSTALLER �-[ 1W° MAX SHIM 181 213Y WOOD BY OTHERS [A) INSTALLATION ANCHOR #8 WOOD SCREW ANCHOR WI WASHER lEl 1 12° MIN. EMBEDMENT [EI i SHEATHING BY OTHERS a• ,r EXTERIOR FINISH � gee e BY OTHERS SEALANT BEHIND FIN BY INSTALLER -1L4' MIN EMBEDMENT Iq 114° MAX SHIM IsI WINDOW WRAP BY INSTALLER E VERTICAL SECTION 8 FIN (WOOD) PROPRE'fARYANO CONFIDENTIAL Ii.I14I11 THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W WDOW SYSTEMS. MC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 114` MAX SHIM °y �rv��eBL�crc �� 1L2 MIN EMBEDMENT 1 F� HORIZONTAL SECTION PERIMETER SEALANT ° 1E1 9 FIN (WOOD) BY INSTALLER •� otied' REFERENCE NOTES: WINDOW WRAP • o ...__._ [AI SEE NOTE 10. BHT 1 BY INSTALLER o• [BI SEE NOTE 283, SHT 2 JCJ SEE NOTE 4. BHT 2 2 SY W OOD BUCK LDI SEE NOTE 6, BHT 2 BY OTHERS [EI SEE NOTE 6, BHT 2 EXTERIOR FINISH (AI BY OTHERS • • e• °� INSTALLATION ANCHOR, o• #8 WOOD SCREW ANCHOR B UPDATED PER 2010 FBC 121612011 SEALANT BEHIND FIN WI WASHER (EI LUCAS A. TURNER, FL P.E. 58201 Al UPDATED PER NEW FBC REQUIREMENTS 7/0712008 BY INSTALLER 9 MIN. EMBEDMENT SHEATHING EI G &S MOORS BY OTHERS 'kw,`' a Ct ;>"�*^ a= '` "�," ""� 'Y E VERTICAL SECTION 8 FIN (WOOD) PROPRE'fARYANO CONFIDENTIAL Ii.I14I11 THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM W WDOW SYSTEMS. MC. 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' 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, 4A, -2, and -2A, and NCTL- 210 - 3672 -1, 4A, -2, and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAN(A/WDMA/CSA 101/I.S.2/A440 -05, ASTM El 886/1996-02/05 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 +1 -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. Lucas A. Tumer, P.E. 2011 -12- 1411:08 -05:00 p DREW pirk�s Cd No 582-11 sip � 4 ea '� y • O. STATE O is zz 12/14/11 Lucas A. Turner, P.E. FL PE #58201