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WS-15-500
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229642 Permit Number: WS -3-15-500 Scheduled Inspection Date: May 08, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Owner: PIMIENTA, ERIC Job Address: 6 NE 106 Street Miami Shores, FL Project: <NONE> Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (786)280-3974 Parcel Number 1121360060080 Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments REPLACING 14 IMPACT WINDOWS AND 3 IMPACT -.. __ __......_.._ DOORS. INSPECTOR COMMENTS False May 07, 2015 For Inspections please call: (305)762-4949 Page 8 of 33 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 07, 2015 For Inspections please call: (305)762-4949 Page 8 of 33 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural #11127 305-336-5069 "As -Built Certificate" May 5, 2015 Building Official Building & Zoning Dept. Village of Miami Shores Miami Shores, Fla. Re: Eric Pimienta 6 NE 106` St Miami Shores, Fla. Permit# WS -3-15-500 Dear Building Official, • In reference to 13 windows & 2 exterior doors the wood bucks were determined to be 1 "x4" p.t wood bucks and attached w/ %a" dia. tapcon screws x 3 1/4" long & spaced at 6" & 12" oc. elsewhere into concrete walls. Note all tapcon embedment were min. 1 1/2". The methodology used was to visually inspect the wood bucks prior to the installation of the drywall. • In reference to the windows labeled 2&3 the wood bucks were determined to be 1 1/4"x4" p.t. and attached w/ 1/a" tapcon screws x 4" long & spaced at 6" from comers and max. 12" o.c. elsewhere into concrete walls. Note all tapcon embedment were min. 1 1/2". The methodology used was to visually inspect the wood bucks prior to the installation of the drywall. In conclusion, all work inspected was determined to be structurally sound and meets my design criteria and specifications. Sincerely, Charles C. Mitchell, P.E. Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 F° Phone: (305)795-2204 Project Address Parcel Number Applicant 6 NE 106 Street 1121360060080 ERIC PIMIENTA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ERIC PIMIENTA 6 NE 106 ST (786)280-3974 MIAMI SHORES FL 33138-2035 Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 ie of Work: REPLACING 14 IMPACT WINDOWS AND 31 of Openings: 17 iitional Info: Residential 3 Fees Due Amount CCF $12.00 DBPR Fee $4.05 DCA Fee $4.05 Education Surcharge $4.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $319.10 Valuation: $ 19,811.73 Total Sq Feet: 340 Pav Date Pav Tvoe Amt Paid Amt Due I Invoice # WS -3-15-54717 03/12/2015 Check #: 1011 03/09/2015 Check #: 1005 $ 269.10 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building EJE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 a, d zo ' g. Futhennom �_uthorize the above-named contractor to do the work stated. March 12, 2015 Owner "';( Applicanjf / Cor for / Agent Building Department Copy March 12, 2015 1 BUILDING PERMIT APPLICATION �UILDING ❑ ELECTRIC Miami Shores Village TWCTrTT mltff Building Department MA L9� 15 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2/0 ( C) Master Permit No. CJ" 1-5m Sub Permit No. ❑ ROOFING ❑ REVISION ❑PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑ RENEWAL []CANCELLATION ❑ SHOP DRAWINGS JOB ADDRESS: to x C 10 ro ST • City Miami Shores County Miami Dade Zip: Folio/Parcel#: ///- 12/36 _006 - 0020 is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone(8 0 -220 `.3�1 `% Address: Ir City: 014 Al / SA,0State: Flo P,i "dA zip: 331-38 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A t-4CRjA) c5TOAM PP 60 ® Phone#: J0 '® Address: /O 5? b / /y W / -:51 S% /U3 City: /-// 4A4 ; State: r�®.4- Zip: Qualifier Name: State Certification or Registration #: ne#:a3Jlq28•$2/3 of Competency #: DESIGNER: Architect/Engineer: Phone#: Address City: -State: Zip: Value of Work for this Permit: $ ®�2Q /® �� Square/Linear--Footage of Work: Type of Work: El Addition ElE Alteration ❑ New Kepair/Replace ❑ Demolition V Description of Work: R�--P (clC,► r�� I [ rhA GGA � � n9� WS Gr\� 3 OAC DO 9L5 Specify color of color thru tile: or Submittal Fee $ 'w Permit Fee $ �� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Rev1sed02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ �^ TOTAL FEE NOW DUE $ l — �40• 0 PROPERTY OF AMERICAN STORM PROTECTION. CORP CGC1513274 _N1 PROJECT DETAILS: BY: WINDOWIDOOR B WINDOWS D DOORS, MASONITE FIBERGLASS FRONT DOOR FRAME TYPE: VINYL IMPACT FRAME COLOR WHITE GLASS TYPE: INSULATED;IMPACT GLASS COLOR CLEAR NU I rte: 16 _ 2x4 mullion between 617 LEGEND: •.• • 1x3 mullion between 718 • Sl11LlI CT lO CON1I11 IANCE WITH ALL FEDERAL • • • • S1I $$INQLE IJUNGOINDOW • RH - RIGHT HINGE •ITR 1x3 mullion between 9/10 CUSTOMER INFORMATION: ••• • -4101UZ©N-PAL O- LH - LEFT HINGE • NAME: ERIC PIMIENTA ';1A11 AND COUNTY RULFS AND REGULATIONS • FW-PK'U N0NQQW / D nm: - �`AS P�WI1gDQ�• ADDRESS:6 NE 106 STREET SK—Q Shores VillageMAIL• IMEN •AWNG•AWNIAGWM�W Mi4ff MIAMI SHORES, FL :ASP•• ERICPIMIENTAQgmail.Com Windows and000rs RHA - RIGHT HAND ACTIVE U -IA - LEFT HAND ACTIVE 31HONE. (786)280.3974 • APPROVED BY DATE $1 tuH maks St." • • •• ••• ••• ciao ' i �• • • • •• 77 16 _ • •.• • • • Sl11LlI CT lO CON1I11 IANCE WITH ALL FEDERAL • • • • • • • • • ••• • • • ';1A11 AND COUNTY RULFS AND REGULATIONS SK—Q FWIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ASP Windows and Doors ADDRESS. 6 NE 106 Street PROJECT: Eric Pimienta Miami Shores, FL 33138 City State Zip EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 e Roof Elev. Tributary Area (Sq. Ft) Roof Elev. Tributary Area I. Ft) (ft) 10 15 20 25 30 35 40 45 50 0 15 20 25 30 + 40.1 39 38.3 37.7 37.2 36.8 36.5 36 2 35.9 35 40 50 + 40.1 39 38.3 37.7 37.2 36.8 36.5 36.2 35.9 is 43.5 42.4 41.7 41.1 40.6 40.2 39.9 39.6 39.3 53.7 L6 50.1 48.9 48.0 47.2 45.5 45.9 45.3 17 + 41.0 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 44.5 43.4 42.7 42.1 41.6 4L2 40.8 40.5 40.2 17 + 42.5 41-3 40.6 39.9 39.4 39,0 38,6 38.3 38.0 O 20 - 55.0 52 8 51.3 SD.1 49.1 48 3 47.6 46 9 46.4 + 42.5 41.3 40.6 39.9 39.4 39.0 38.6 38 3 38.0 20 _ 46.1 44.9 44.2 43 5 43.0 42.6 4Z.2 4L9 41.6 - 56.9 54.6 53.0 518 50.8 49.9 49.2 48.6 48A Q + 43.4 42 3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 C 22 + O 43.4 42.3 4L5 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 42.5 - 58.1 55.8 54.2 53.Q 5L9 511 50.3 49.6 49.0 S25 + 44.8 43.6 42.8 42.2 41.6 4L2 40.8 40.4 40.1 4p-. + 44.8 43.6 42.8 42.2 41.6 41.2 40.8 40.4 40.1 - 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 O - 60.0 57.7 56.0 54.7 53.6 5Z7 51.9 51-3 50.6 44.6 43.7 43.0 4Z5 4Z0 416 4L3 41.0 28 + 45.8 44.6 43.7 43.0 42.5 42 0 41.6 4L3LL 41.0 - 49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 44.9 a - 6L3 58,9 57.2 55.8 54.7 538 43.D 523 51.7 1n + 46.2 45.0 44.2 43.5 4Z9 42.5 421 41-7 41.4 y + 46.2 45.0 44.2 43.5 42.9 42 5 4Z1 417 4L4 0 50.2 48.9 48.1 47.4 46.9 46.4 46 0 45.6 45.3 i 61.9 59.5 5L. 56.4 55.3 54.4 43.6 5 9 SZ2 35 + 47.7 46,4 45.5 44.8 44.3 43.8 43.4 43,0 42.7 y 35 +• 47.7 46:4 45.5 44.8 44.3 418 43.4 43.(): 42.7 C - 5L7 50.4 49.5 48.9 48.3 47.8 47.4 47.0 46.7 i - 63.8 6L3 59.5 5&I 57.0 56.1 55.2 54.5 53.8 a + 49.1 47.8 46.9 461 45.6 45.1 44.7 44.3 43.9 + 49.1 47.8 46.9 46.1 45.6 45.1 44.7 443 43.9 a! 53.Ln 40 Z 51.9 5L0 54.3 49.7 49.2 48.8 48.4 48.1 C = - 65.7 63,1 513 59.9 58.7 57.7 56.9 56.1. 55.4 N 45 + 50.5 49.2 48.2 47.5 46.5 46.4 45.9 45.5 45.2 O + 50.5 49.2 48.2 47.5 46.9 46.4 45.9 45S 45.2 54.8 53.4 52.5 SL8 5L2 50.6 50.2 49.8 49.5 N 45 - 67.6 _64.9 63.0 6L6 60.4 594I 58.5 57w7 47.0 50 + 51.4 50.1 49.1 4&.4 47.8 47.2 46.8 46.4 46.0 + 5L4 50.1 49.1 48.4 47.8 47.2 46.8 46:4 < 46.0 55.8 54.4 53.5 527 5Z1 516 512 50.8 50.4 so - 68.9 66.2 64.2 6ZZ 61.5 60,5 59.6 58.'8 58.1 55 + 52.8 SLS 50.5 49.7 49.1 48.5 48.1 47.7 47.3 55 + 52.8 SL5 50.5 49.7 49.1 48S 48.1 47.7 47.3 - 57.3 55.9 54.9 54.2 53.6 53.0 52.6 52.2 51.8 70.8 68.0 6b.0 64.5 ` 63.2 612 51.2 60.4 59.7 + 53.8 s214 51.4 50 6 49.9 49.4 48 9 48.5 48.2 +153.8 152.4 51.4 50.6 49.9 49.4' 48.9 .48.5 48.2 58.3 56.9 55.9 55 L 54.5 54.0 53.5 53.1 52.7 -so- 1 720 69.2 67.2 65.6 64.3 63.3 62.3 61.5. 60.8 GENERAL NOTES IFIGURE 1 0000 1. L DIMF•NSIOrj • • • • • • • • • TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL • MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H' FOR SLOPED R00F80IS • • • • 2• ROOF ELEVATION 'H', IS DETERMINED THE MEAN ROOF HEIGHT. 000;0• 60000 ONE 4C7 BY USING FIGURE 1 AS REFERENCE. 0009• • • --_ ZONE 50 ••�•� 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1.• • • • H , @-. .. . 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN 0 i • • • • •099• ROOF HEAIGHT AND APPLY TO ALL FLOORS. 1'--j D •� _ • ' • , • 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D • • • • tFlRp�tN 0 0 SHOWN BUILDING HEIGHT IN END ZONE. oD • •� 00009 0.0 0 0 0 • 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL • • V 0 0. • • 0 OF AN ENGINEER EMPLOYED 9Y AL-FAR000 CORPORATION_ • • • • • •• • 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN, 8. ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND FBC 2010 STANDARDS aetx 10-02-13 REVISIONS: AL-FAROOQ CORPORATION MAR fl9 �7ON rr F no. dote by descri Ytl1A-1� ®� ZO 1� checker H ENGINEERS &PRODUCT DEVELOPMENT lAl DWG 1o. 1 1238 SW 87 AVE TEL (3O26"100 MIAMI, FL 33174 PAX. 0M 262.6978 JAVAD AHMAO SHEET 1 OF 1 FLA RE 170592; E8 CAN. 3538 -Eul ida Dew,-, tient u, SCIS Home I Log In I User Registtation i Hot Topics f Submit Surcharge I Stats & Facts I Publications I FBc staff f Bas site Map 6 Links I Search p Busines� Professig lal QOUSER: PublicUseroval Regulation Product Approval Menu > Product or Application Search > FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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) > Apprtcation Detati FL14850-R1 Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Jeff Thompson Year AAMA/WDMA/CSA/101/I.S.2/A-440 1900 SW 44th Ave. ASTM E 1300 2004 Ocala, FL 34474 2005 ASTM E 1996 (352)368-6922 Ext 221 PA TAS/201/202/203 1994 jthompson@cws.cc s Exterior Doors •ees sees• •••••• Swinging Exterior Door Assemblies s s • : • • • • sees•• • . • •• •• • see*:* Evaluation Report from a Florida RegrfttM Architect or a Licen9� d4lM&:da Professional Engineer 0"• a * • ease** v' Evaluation Report - Hardcopy Reels&a sees es• se• • •• *sees • • •• •• sees 0000•• • Lucas Turner• sees•• • e • • • • 0 sees•• • • PE -58201 sees•• • • • • e • ••see• • Keystone Certifications, Inc. • • : • • • ; ' 07/21/2020 0 0 Steven M. Urich, PE V Validation Checklist - Hardcopy Received FL14850 R1 COI EvalRep CWS -641A (SD -8750. IMPACT).pdf Standard Year AAMA/WDMA/CSA/101/I.S.2/A-440 2005 ASTM E 1300 2004 ASTM E 1886 2005 ASTM E 1996 2002 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/12/2011 12/13/2011 12/20/2011 01/31/2012 , FIL # Model, Number or Name Description 14850.1 SD -8750, Impact. SD -8750 French Door w/ SD -8710 Sidelights, Impac. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other. Large Missile French Door w/ Sidelights, Max. French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70 psf. Installation Instructions FL14850 R1 II CWS -641A (SD -8750. IMPACT).pdf Verified By: Lucas Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL14850 R1 AE DuPont PVB NOA 11-0624 01.pdf FL14850 R1 AE DuPont SGP NOA 11-0624 02.pdf FL14850 RI AE EvalRep CWS -641A (SD -8750. IMPACT).Ddf FL14850 R1 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes suck Nexf: 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 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 with an email address Ifthey have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licenISM Ater Chapter 455, F.S., please dick here .• • • • • • • • � 0000 • Product Approval Accepts: • • • • • • El ® F: x 99 0000•• •••••i ••••i• • • • • 0000•• 0000•• securitv'et -k au..- .•.• • • 0000 • • • • 0000• 0000 ••.• • . • •• 0000• 0000•• • • • • • 0000•• .• •• 0000 • 00.0.0 • • • • • • ••0000 • • . •.• • • Lucas A. Turner, P.E., MBA 2080 Mauve Ter. North Port, FL 34286 Ph. 941-380-1574 Evaluation Report 641A 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 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 -641A, signed and sealed by Lucas A. Turner, P.E. on 12/7/2011. 2) Test Reports NCTL-210-3761-1, -lA, -1B, -1C, -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 12/7/2011 Installation: Units must be installed according to approval document CWS -641A. Limitations of Use: This product: • Maybe 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) Interla ape; Miaxn • 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.# IIt0830.09•• • • • Anchors indicated in CWS -641A shall be pan or hex head type and shall.GiLa 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 wild acquir0„ a.;. financial interest in Custom Window Systems or in any company manufacturingor drsiributIng products for which this report is being issued. I do not have, nor do I intend to acquire, nor �I acquire, a financial interest in any other entity involved in the testing or approval process of this product. _. e.�. r.,... W 00 No 58201 *# 'nom jr�k = STATE OF .HCl{ %0. L=s A. tww. P.C. 2011-12-0717:53-05-00 Evaluation 7: 15 - z;-�' 12/7/11 Lucas A. Turner, P.E. FL PE #58201 40" MAX SINGLE DOOR WIDTH 26 5/8" GLASS DLO A__ 97" MAX UNIT HEIGHT 951116" d +,•' No 58201 37 5/8" X PANEL B ,or 26 5/8" GLASS DLO HEIGHT rrrrrO�F •fid O RTHE : � P INFORMATION WINDOW REPRODUCTION WHOLE WOUHE SYSTEMS, IOIN PART F IN THIS DRAWING IS THE SOLE PROPERTY OF TTOM �rI*A /ONA; ITTENPERMISSION CORIA SYSTEMS.S C 84 3/16" SEE GLASS NOTE — 37 518" PANEL WID H 8 1/2" 0" 81/2" A SINGLE DOOR NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 20" ON CENTER FOR 81" TO 97" UNIT HEIGHT. DESIGN PRESSURE RATING t70 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1-3 bU7C:ROTTOEf7QCi4'IQOTE'S...... 4-- GLAZING DETAIL..................................5 SECTION VIEWS..................................6-8 BOM......................................................9 EXTRUSIONS......................................10 INSTALLATION DETAILS .................... 11-14 33 79" MAX FRENCH DOOR WIDTH d +,•' No 58201 37 5/8" PANEL WIDTH ,or 26 5/8" GLASS DLO PROPRIETARY AND COWIDENTIAL 12/07/11 rrrrrO�F •fid O RTHE : � P INFORMATION WINDOW REPRODUCTION WHOLE WOUHE SYSTEMS, IOIN PART F IN THIS DRAWING IS THE SOLE PROPERTY OF TTOM �rI*A /ONA; ITTENPERMISSION CORIA SYSTEMS.S C 97" 111 UNIT - HEIG X v ^ 95 3/16" PANEL D HEIGHT FLUSH BOLT ON WACTIVE SEE PANEL 84 3/16" NOTE GLASS DL C FRENCH DOOR 97" MAX UNIT AX iT 36 3/16" MAX UNIT WIDTH 22 5/8" GLASS DLO PVC IMPACT REQUIREMENT: ••• • 1 •THE P IIODUC;;h V EJJV Ig �ESI4WD AND MANUFACTURED TO COMPLY WITH THE • FWRID! UIeDI 13 RRREENT€DITION! • • • • . • • • • ZtLb#J*G DETAB•(SEIPSHEET 5) • • • • 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDELITE(S), FRENCH DOOR(S), FRENCH D00%S W/SIDE LITE(S), SIDELITE NON ATTACHED •• • 4. DOCK O TII ON9IP • i i i i • • •UNTO . • • A DOIJ�LfbtE i+/ (3) 411114 FLUSH BOILTS(HANDLE SET @36") B.01�"q� ILQFK Wi (2) IMTERIOFtgr %OLTS(HANDLE SET @ 34") C.MULTIPOINT(4PTXHANDLE SET @34"). "ABOVE ST: A.MULTIPOINT(5PT)(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. 6. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 11-14 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. 8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210.3761-1,1A, 1B, 1C, 2,2A 10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD 11. SERIES / MODEL DESIGNATION: SD -870D, FD -8750, SLT-6710 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'X AND'O' STAND FOR THE FOLLOWING: X=OPERABLE DOOR, 0= FIXED PANEL. 'WpREby SIDELITE d +,•' No 58201 ,or V. STATE OF PROPRIETARY AND COWIDENTIAL 12/07/11 rrrrrO�F •fid O RTHE : � P INFORMATION WINDOW REPRODUCTION WHOLE WOUHE SYSTEMS, IOIN PART F IN THIS DRAWING IS THE SOLE PROPERTY OF TTOM �rI*A /ONA; ITTENPERMISSION CORIA SYSTEMS.S �,W UPDATED PER 2010 FBC 111/14/20111 p : 1900 SW 44TH AVE. * OCALA, FLORIDA 34474 ITLE: �` GENERAL NOTES &ELEVATIONS -IMPACT SERIES: 8700-8750 RAWN BY: ADE ATE: 12/5/2011 MODEL CALE: WG. NO.: PVC SWING DOOR CWS -641 EV. LETTER: A HEFT: 1 OF 14 36 3/16" MAX- SIDELITE WIDTH 33 5/8" PANEL WIDTH 97" MAX MAX UNIT HEIGHT 94 5/8" SIDELITE HEIGHT 83 5/8" SIDELITE GLASS DLO 36 3/16" MAX SIDELITE WIDTH~ 33 5/8" - PANEL WIDTH 97" MAX F UNIT F HEIGHT 94 5/8" SIDELITE HEIGHT 835/8' SIDELITE GLASS DLO 225/8' - GLASS DLO 151 3/8" MAX UNIT WIDTH 79" MAX FRENCH DOOR WIDTH 37 5/8" MAX PANEL WIDTH O . ... X . . ... .. .. . . . .. .. . . . . . . . . . . . jSHT1 G 22 5/8" C GLASS DLO 1: 14 SIDELITE W/ FRENCH DOOR LFLUSH SEE NOTE 4 SHIT 1 22 5/8" 26 61W GLASS DLO GLASS DLO FRENCH DOOR W/ SIDELITES 76 3/16" MAX UNIT WIDTH 40" MAX SINGLE DOOR WIDTH 37 5/8" DOOR WIDTH X it Ul IlwT 1 95 3/16" PANEL HEIGHT 84 3/16" DOOR PAN L GLASS DL HEAD . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . jSHT1 G 22 5/8" C GLASS DLO 1: 14 SIDELITE W/ FRENCH DOOR i6�8/16" M4X UNIT•WIDTH • • • • • • • • • • •• • • • • • • • • • • • •• 36 3/16° MAX i • • • • 79rU1AAX • SIDELITE WIDTH • • FREVCH ggCk WIDTIt • 33 5/8" 37 5/8" PANEL WIDTH i _ DOOR WIDTH 94 5/8" O X SIDELITE X HEIGHT FLUSH 83 5/8" BOLT ON SIDELITE INACTIV GLASS SEE PANEL DLO NOTE 4 jSHT1 G 22 5/8" C GLASS DLO 1: 14 SIDELITE W/ FRENCH DOOR 953/16 PANEL HEIGHT 84 LL FRAMES ARE DOOROR PANEL GLASS DLO ECHANICALLY FASTENED 1 xz 26 5/8° PROPRIETARYAND CONFIDENTIAL 12/07/11 GLASS DLO THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER. FL. P.E. 58201 97" MAX UNIT HEIGHT 95 3/16" PANEL HEIGHT 84 3/16" DOOR PANE GLASS DLO DESIGN PRESSURE RATING t70 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 81" UNIT HEIGHT. 37 5/8" PANEL WIDTH 518" SINGLE DOOR WIDTH 37 5/8° PANEL WIDTH 33 5/8"J37 PANEL WIDTH • 38 5/86 IpE f E•WIQT • • • • • • • i • • 26 5/8" 1513/8" MAX UNIT WIDTH 81° 26 5/8° 26 5/8" 40" MAX SINGLE DOOR FRENCH DOOR SIDELITE 79" MAX FRENCH DOOR WIDTH 112 • • • • 36 3/16" MAX SINGLE DOOR WIDTH NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 215/16" ON CENTER FOR UPTO 36 3118" MAX • • • 9INGIf-%00R VJIQTH • • • 81" UNIT HEIGHT. 37 5/8" PANEL WIDTH 518" SINGLE DOOR WIDTH 37 5/8° PANEL WIDTH 33 5/8"J37 PANEL WIDTH • 38 5/86 IpE f E•WIQT • • • • • • • i • • 26 5/8" 1513/8" MAX UNIT WIDTH 81° 26 5/8° 26 5/8" MAX •22 5/EP • • • • • • • • GLASS DLO UNIT LASS DL LASS DL FLUSH BOLT SIDELITE WIDTH LASS DL 79 3116" 81/2" 78 5/8" SIDELITE DOOR PANEL PANEL WIDTH O HEIGHT X O HEIGHT � —� BMAX % \ 675/8- 68 3116" MAX SIDELITE SEE DOOR PANEL UNIT FLUSH GLASS SHT / GLASS DLO HEIGHT BOLT 79 3(16" DL ,•• i•• •• UNIT DOOR FLUS 21 5/18° 78 5/8° PANEL SIDELIT FLUSH 22 5/8" 26 5/8° 78 5/8° 683/16 GLASS DLO • • •$MAXi•• i • IT• • • • HEIGHT SIDELITE-DOOR-SIDELITE BOLT SIDELITE 793/16 UPDATED PER 2010 FBC 11/14/2011 GLASS NOTE 4, LUCAS A. TURNER, FL. P.E. 68201 A DLO BOLT ' SIDELITE • • • • • 1'T• • 79 3/16" .. X DOORX PANEL 265/8° �����..�;0E'Ns•.;Py+`+ rr 4 ,• r;;.:..; X 81, HEIGHT • • • • • • 000 • • • DOO EL TITLE: ID ELEVATIONS 8'8" W/ FLUSH BOLTS- HEIGH STATE OF . krS 11 %0% •� „� SERIES: •++�I�tjyA'<��..R.:'�'�b\�� RAWN BY: B7I ATE: ADE DESIGN PRESSURE UNIT �/STOM MODEL:PVC CALE WG NO.: O PVC SWING DOOR C3 S641 CWS -641 t70 EPRO UCTIOSYSPARTORASA HOLE WIT OUTS YSTE S,IN .ANY REPRODUCTION LETTER: A HEET: WIINDOWSYSTEMS, 3/16" HEIGHT HEIGHT OOR PANEL 67 5/8" 68 3/18° SEE 3LASS DLO SEE SIDELITE DOOR PAN NOTE 4, NOTE 4, GLASS GLASS DLO t SHT 1 J l f 11 SHT 1 DLO 81/2 SINGLE DOOR FRENCH DOOR SIDELITE 112 3/8° MAX UNIT WIDTH NOTE: HINGE SPACINGS ARE 8 1/2" FROM ENDS AND A MAX OF 215/16" ON CENTER FOR UPTO 36 3118" MAX 40° MAX 81" UNIT HEIGHT. SIDELITE WIDTH 518" SINGLE DOOR WIDTH 33 5/8"J37 PANEL WIDTH PANEL WIDTH 1513/8" MAX UNIT WIDTH 81° MAX 79" MAX FRENCH DOOR WIDTH UNIT 36 3/16" MAX HEIGHT FLUSH BOLT SIDELITE WIDTH 79 3116" 37 5/8" 33 5/8" ANEL WIDTH 78 5/8" SIDELITE DOOR PANEL PANEL WIDTH O HEIGHT X O HEIGHT � 8 % \ 675/8- 68 3116" MAX SIDELITE SEE DOOR PANEL UNIT FLUSH GLASS SHT / GLASS DLO HEIGHT BOLT 79 3(16" DL � DOOR 78 5/8° PANEL SIDELIT O X X O HEIGHT 22 5/8" 26 5/8° HEIGHT 683/16 GLASS DLO GLASS DLO 67 5/8" DOOR PANE SIDELITE-DOOR-SIDELITE SIDELITE SEE GLASS DLO UPDATED PER 2010 FBC 11/14/2011 GLASS NOTE 4, LUCAS A. TURNER, FL. P.E. 68201 A DLO ( SHT 1 ' '"d,uuuui,�� Pp�ORE .. rlgowsW44THAIVE. 225/8" 265/8° �����..�;0E'Ns•.;Py+`+ rr 4 ,• r;;.:..; GLASS DLO GLASS DLO ZZ : No 58201 - -P FRENCH DOOR W/SIDELITES OCALA, FLORIDA 34474 TITLE: ID ELEVATIONS 8'8" W/ FLUSH BOLTS- IMPACT STATE OF . krS 11 %0% •� „� SERIES: •++�I�tjyA'<��..R.:'�'�b\�� RAWN BY: B7I ATE: ADE DESIGN PRESSURE RCP RATING STTHHESOLLE �/STOM MODEL:PVC CALE WG NO.: THE INFORMATION CONTAINED P�ISDRAW[ NOIARYANO PROPERTY OFAL ++���S���A' ���,,, PVC SWING DOOR C3 S641 CWS -641 t70 EPRO UCTIOSYSPARTORASA HOLE WIT OUTS YSTE S,IN .ANY REPRODUCTION LETTER: A HEET: WIINDOWSYSTEMS, .. .. . . . .. .. . . . . . . . . . . . • f • • • ••• • • • • ••• MIDSPAN 4' SEE NOTE #2 REQUIRED N WOOD ANCHORS 4' 4- -4 " • • • • • • • • • • • • • • • • • 2" 2° • • s • • • • • • • • • 6" INSTALLATIONS. 6° 4° 4" • • • • • • i i • i 6° MIDSPAN 6' MAX 4" 6" MAX 61/2" • MIDSPAN 6' MAX • • • • • • 2 13/16" 1r O. �T i i • • i 1r • THRU • • • •wx HINGE 17' MAX215116' MAX. SEE NOTE 02 SIDELITE DOOR SIDELITE / NOTES: SIDELITE DOOR DOOR SIDELITE 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 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. 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 2 1/2° SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN ANY DIRECTION 6. #10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. 3/16' DIA. ITW TAPCON MASONRY ANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY. A MINIMUM EDGE DISTANCE OF 11/8° SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER DISTANCE OF 2 13116" 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. 8. 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. %0"III11��,.,,, 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: yyy,� ...........10REW A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) e fliF.,� B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). + No 58201 �:� % 1900 S 44TH AVE. E34474 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE * e TLE: OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE " o ; a t ANCHOR SCHEDULE 8 NOTES - NON IMPACT 40 4 WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: �� %,O STATE OF 14,4 ♦ • SERIES: RAWN BY: GATE: FMAIAAMA 100 FIN FMAIAAMA 200 FLANGE FMAlWDMA 25 011 ((BOX WINDOWS), FMAtAAMNWDMA 300(EXTERIRIOR DOORS). THE�INFORMATION SO CONTAINED IN C. ANY PROPRIETARY DRAWUCTION IN ING THENSO E PROFRT OR AS A ERRED �/WITHOUT TMOE ,,,,•�*+�f®NA��y�y' MODEL. PVCSWING DOOR CA EAR750 ADE A E G. NO.:WS-641 WINWRITTEN OF CUSTOM 4OF14 MAX C.+(TYP) � 44 ° 9 • � T j j 9 • 1" OVERALL 3/16" TEMPERED 5/16" AIRSPACE 1/2" LAMI 3/16" ANNEALED GLASS .105 DUPONT PVB INTERLAYER 3/16" ANNEALED GLASS kFLEX 552 or PURFECT GLAZE"] BITE I' OVERALL 3116" TEMPERED 1/8" AIRSPACE x/16' LAM[ S/16' ANNEALED GLASS 090 SENTRY GLASS TONOPLAST INTERLAYER !/16" ANNEALED GLASS SIKAFLEX 552 or ?L - PURFECT GLAZE "H" BITE FULL SIZE GLASS TYPE B PRCPFKTARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAW INO 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. A. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • i i • i•i i i i REQUIRED GLASS TYPE .. • • • .•. Wm • • � p XS�IL`lF. • • .•TYPEA • 97° •• TYPE11•6 1 • TYPEB •• • • • •• ••• •. • ••• • • • • •• . •• • • • • • ••• •• UPDATED PER 2010 FBC SW 44TH AVE. A, FLORIDA 34474 GLAZING - IMPACT 8700-8750 #RAWN BY: ADE PVC SWING DOORTTER: A TYPE B 11/14/20111 12/5/2011 5 OF 14 INTERIOR SECTION VIEW A -A ALTERNATE1 MORTISE LOCK W/ FLUSH BOLT ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,43,48,54,57,58 ITEMSNOT USED IN VERSION SHOWN: 2,3.8,9,15,16,25-28,30-34,36-40,43,52,53,60,62,65,66,72,76 PROPRIETARYAND CONMENTWL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRRTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ... . . . . . . . .. . . . . . . . . . . . .. INTERIOR : . : i i i' • I. SECTION VIEW B -B ALTERNATE 2 MULTIPOINT LOCK LUCAS A. TURNER. FL. P.E. 582011 A I UPDATED PER 2010 FBC SW 44TH AVE. A, FLORIDA 34474 SECTION VIEW - SINGLE DOOR 8700-8750 RAWN BY: ADE PVC SWING DOOR CALE: NTS EV.LETTER: A 11/14/20111 12/5/2011 CWS -641 6OF14 INTERIOR SECTION VIEW C -C . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... SECTION VIEW D -D xx PROPRIETARY AND CONFIDENTIAL 12WIll THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,26-28,36-39,43,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,16,25,40,42,45,48,48,52,53,58,80,74,76 LUCAS A. TURNER. FL. P.E. 66201 INTFRII7R SECTION VIEW E -E . . ... . • . ... .. .. . . . .. .. . • • ••• • • • • ••• • • • • • • • • • • • •• • • • 53 • • ERIOR •• i•i i i• • • • • • • • SECTION VIEW F -F SEALANT APPLIED TO 15 �ADJOININGFACES T BY INSTALLER ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,26,43, 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 `Z PROPRWTARYAND CONFWENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SEALANT APPLIED TO ADJOINING FACES BYINSTALLER #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) REM PIN DESCRIPTION MAT'L VENDOR 41 3 MAW FRAME D ALUM KEYMARK 42 H 1857 ASTRAGAL, INACTIVE FD, PV ALUM KEYMARK 3 K1858 ASTRA L, ACTIVE, FD, PVC L ARA 4 FF 860 REWFO ,V A KEY 45 H-1 1 REINFORCEMENT, H RIZ. AL KEYMARK 6 K1878 MAINFRAMFSLL ALUM __KEYMARK 7 H•1880 MA -ATL-) M FASTENAL 8 H-1881 MAINFRAME, SPITE @ DOOR KEYMA 81900 FL5127 MA ME, Sm rrE JAMB, HEAD, SLL A UM KEYMARK IT- 83039 SEMING BL 1/8 X 1 X 2 FOAM FRANKLOWE 11 5131 TRUSEAL SIKAFLEX562 or HENKEL PURFECT GLAZE 'K 2 3503 SCREW #8 X 1/2" PH TRUSS SS @ ASTRAGAL CAP FASTENAL 13 R 5 9 SCREW #8 x 5/8" SQ PAN TEK @ TEROD BRKT FASTENAL 14 83587 SCREW #8 X 1"-, PH FLAT TEK @ ASTRAGAL, WSERT,L FASTEIVAL 15 83767 SCREW, 10 X 1" HEX HEAD, TER @ SLDELITE WNW FASTENA 6 PL41 41 T FASTENAL 17 FL4 8 PA , .200" x .250" /A E UL AB 8 04522 #10 x 1 1/4", PH FLAT, - HWGE @ PANEL SS FASTENAL 19 84774 WSTP, BUL EAFS, PANEE ALUM AMESBURY 7 FL H BO T, T S_PqIV 1 P-4794 SCREW #8 x 518# SQFLAT TEK @ INSERT ATTACH _W[Uff-_ KEYMARK 62 X-4802 ALL THREADED ROD (TE ROD) ALM M¢MASTER 23 1 P4807 HINGE, GUIDE KEYMARK HOPPE 2 P-4soo/49os WG SET, LEFT or RIG KEYMARK HOPPE 2 14 WSTR .50 750 FOLDED BULB SEAL, @ SIDIELITE KEY RK ANOBURF- 26 FL4863 --p-7496-4 LOCK STRIKE PLATE MARK PADDOCK 2 ALUM O STRIKE PLATE PADDOCK 8 -4866 G TIE -NYLON S-1915 2 71 TIE ROD BRACKETSUL 70 AN 30 P-4885 SHOOT BOLT, TOP S-6083 PANEL, TOF/BTM RAL, S - DOOR PADDOCK 31 P-4886 SHOOT BOLT, BOTTOM PANEL, TO BTM RAL, S - SID ITE PADDOCK 32 P78 1 LOCKBAR mafm 8 FT Z D { ) P 32 74 LOCKS R MULTI -POINT, SPT, 8 FT FmwoRcavENTvERr.,smLED5oR P 32 X-4901 LOCKBAR MULTI -POINT, 4PT, 68 FT PA 32 PL4902 LOCKBAR INACTNE, 68 FT ALUM IKEY PA 33 P-4903 HANDLE SET, A E IPA A P-4905 HAND E SET, INACTIVE I PADDOCK 35 X-4913 WSTP .50 50 Fol DED BULB SEAL, @ DOOR SCHELGEL 36 X-4917 CAP, ASTRAGAL, oursDE Rw Mm 37 9 UIDE FLUSH BOLT, INACTIVE PNL 38 84922 COVER NTERJOR, FLUSH 801T L 39 FL4925 CAP, ASTRAGAL, WS NYLON WhI 40 P-4926 SHIVA, SLDELITE DOOR SHIPPING BLOCK NYLON M&M ALTERNATE APPROVED LOCKSETS: AMEX GRADE 2 LOCKSET AND DEADBOLT. . . ... . . . ... .. .. . . . .. .. . . . . . • . . . . . . . ... . . . . ... nw PIN omcmvnON MAIL VENDOR 41 927 GU FLUS BOLT • • • • • • • .DN ON 42 FL4930 SCREW, _#1 0 X 1-1/4" Ii @S TIAM • • FASTENAL 43 84933 NUT, 3/8"-16 FLANGED , • MMSTER 44 84934 SCREW, 12-24 X /2", FLA ,NIS, @ HINGE • • • • • S L 45 84936 DOORKNOB, ACTIVE PANEL DELANY 46 PL4937 DEADBOL , ACTIVE PANEL DELANY 47 849 X 2" . • ' FASTENAL 48 84997 DEADBOLT 6 • • • PADDOCK 49 FL5127 SCREW, #12 X2', PH PAN, SMS. ANEHOR • • • • • FASTE14AL 50 85130 GASKET, DOORSILL, FRO FOAM HO PRODUCTS 51 5131 CASRSILL,A 52 FL5134 SCREW, #10 X 1-3/4 FLAT SQUARE TYPE F @ HWG RASTENAL 05 5 GS, S H53 54 851 7 S #10-24 x 1/2", FI Undercut PH, 18-8SS @ KEEPER FASTENAL 55 5158 BUTFUMSEAL WNW TEAM 56 R 172 , .370 X.187, TPJ FK BLACK ULTRAFAB 57 5174 S /4 HE)(WASHER HEAD,@ FRAME FASTENAL 58 85186 #&32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FAS L 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK -9-77WL -&-W-6 COVER, JANE, ANCHOR _W[Uff-_ KEYMARK 62 S- 816 COVER JAMBS, HFAD,SLL, S ALM KEYMARK 63 1 S-1817 IDRPCAP ALUM KEYMARK 64 S-1840 COVER, HEAD, ANCHOR _w[m KEYMARK 65 s - Ta -g- INSERT, mcTIVEPNL,ARE KEY RK 66 1859 COVER ASTRAGAL, FID AL MARK 7 1864 INSERT, FRONT, EITM ATEAcH SLE ALUM MARK 9•1865 INSERT, 13ACK ATTACH SILL AL RK 69 S-1915 BASF, SWEEP ALUM __-KEYMARK 70 S-1916 DRIP COVER SWEEP ALUM KEYMARK 71 S-6083 PANEL, TOF/BTM RAL, S - DOOR _ PVC MKRON 72 -&66U PANEL, TO BTM RAL, S - SID ITE MIKRON 73 S-_ Z D { ) PVC MIKRONI 74 7-1888 FmwoRcavENTvERr.,smLED5oR ALUM KEYMARK 75 GLASS SEE PAGE 5 76 H-1862 jREINFORCEMIWr, V ALUM IKEY RK 77 1 P-4887 IMURTISELOCK IPA PROPRIETARYAND CONFIDENT AL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. UPDATED PER 2010 FBC 1a0o SW 44TH AVE. OCALA, FLORIDA 34474 11/14/201 ITLE: BOM - IMPACT FRIES: 8700-8750 RAWN BY: ADE ATE: 12/5/2011 MODEL: PVC SWING DOOR CALE: NTS pWG. NO.: CWS -641 EV. LETTER: A MEET: 9 OF 14 .078 DOOR HEAD -1833 4 9/16" 062 1 1/16" - mot! DOOR SILL -1878 6 PVC DOOR PANEL - 6083 4 9/18"� '--' S 078 2.938 19/16, DOORJAMB -1880 7 REINFORCEMENT -1861 REINFORCEMENT -1858 REINFORCEMENT -1857 6" 4 9/16"- r 1.470 2.437 .078 � 4 59 .070 180 2112" 1116' 2.938 -1 THRESHOLD -1783 SIDELITE-1881 g REINFORCEMENT -1880 4 9/16" .080 078 61 2" r,,,,T� 21/ 16"j 2.281 I ,� t I I Or�O ASTRAGAL COVER -1859 SIDELITE-1900 NOTE: ALL EXTRUSIONS ARE 6061-T6 ALUMINUM . . ... . . . ... .. .. . . . .. .. • . . . • . . . . . . . . ••• . . . . ••• 318°•� • • 1/18° 6 SIDELITE COVER -1816 1 15/16" • • • 3/4" I fl 69 • i 915 B 9/16' 11 1/ 6" 1/16" 6" INSERT, FRONT -1864 FRAME COVER -1806 Z"-; I- PROPRIETARY AND CONFIDENTHL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REINFORCEMENT -1862 • • • • • • Z •s • • • • • • • • • • 60 380 A1 3/4"-, FILLER -17874 1!8" 1 1l/8" 65 L INSERT, IN ACTIVE PNL -1849 19/16"1 1116' 13/16" 1 68 INSERT, BACK -1865 .818 1.077 3 PVC NG BEAD - 6084 518' 1/16" 64 9116" HEAD COVER -11 70 3/4" 13/16" 1/16° J__ — DRIP COVER -1916 • • • • •• • 5 63 ••i • ••• i i 1/16" • • • • • • DRIP CAP -1817 • • • • • • Z •s • • • • • • • • • • 60 380 A1 3/4"-, FILLER -17874 1!8" 1 1l/8" 65 L INSERT, IN ACTIVE PNL -1849 19/16"1 1116' 13/16" 1 68 INSERT, BACK -1865 .818 1.077 3 PVC NG BEAD - 6084 518' 1/16" 64 9116" HEAD COVER -11 70 3/4" 13/16" 1/16° J__ — DRIP COVER -1916 INSTALLATION ANCHOR SEALANT BETWEEN BUCK a. 114- MASONRY ANCHOR. [C] ad a� 0' 4' 1/4- MASONRY ANCHOR [C] .. .. . . . .. .. • . . . • • • . . . . • •• •• • ••• • •• •• • 0 Vo D dDvCo vde v D�9 i , � dpasoD ••• ••• •s• ••• ••• ••• D 04.e0: o:•D oe o• �' i D o.oD .D EXTERIOR FINISH �; e INSTALLATION ANCHOR SEALANT BETWEEN BUCK a. 114- MASONRY ANCHOR. [C] ad a� 0' 4' 1/4- MASONRY ANCHOR [C] AND OPENING BY OTHERS • • • • • • • • • • THROUGHHINGE. [E] • Q. CONCRETE/MASONRY • • s • • • • •• • ' MIN EDGE DIST. D BY OTHERS •• •• • • • •• •• • ••• • •• •• • 0 Vo D dDvCo vde v D�9 i , � dpasoD ••• ••• •s• ••• ••• ••• D 04.e0: o:•D oe o• �' i D o.oD .D EXTERIOR FINISH �; e BY OTHERS 1 1/4' MIN, 1 BY WOOD BUCK EMBEDMENT [C] • • • • • 0101 O eRS, r • 1/4' MAX s*wM 33?• • • • • PERIMETER SEALANT 714" MAX SHIM JBI • • • • • • • BY INSTALLER104 • • • • 1 tdW MIN EMBEDMENT [C] PERIMETER SEALANT BYINSTALLER INTERIOR 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 BY INSTALLER. INSTALLATION ANCHOR, 1/4" DIA. MASONRY ANCHOR.[C] — CONTINUOUS DOUBLE 3116' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY BY OTHERS o. Do OD .D D D .D •p I+ 2 -IM MIN. EDGE DIST. [C] A VERTICAL SECTION FRAME (MASONRY) CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. 1MIN. y EMBEDMENT [CJ PROPRIETARY AND CONFIDENTIAL 11/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PERIMETER SEALANT —� BY INSTALLER EXTERIOR FINISH BY OTHERS LUCAS A- TURNER. FL. P.E. o e' INSTALLATION ANCHOR, a. 114- MASONRY ANCHOR. [C] ad a� 0' 4' INSTALLATION ANCHOR, a' e' 3116- FLAT MASONRY ANCHOR THROUGHHINGE. [E] • Q. eQ4e LIZ MIN EDGE DIST. IC] SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] HORIZONTAL SECTION FRAME (MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [e] SEE NOTE 283, BHT 4 [C] SEE NOTE 4, BHT 4 [D) SEE NOTE 5, BHT 4 [E) SEE NOTE 6, BHT 4 INSTALLATION�- E= MIN. #12 WOOD ANCHOR PI EDGE DIST. [D] EXTERIOR FINISH 1 318° MIN. BY OTHERS EMB EDMENT. [D] PERIMETER SEALANT BYINSTALLER 144' MAX SHIM [B] 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 BYINSTALLER. • •••• • • • • • • ••• • ••• • • • • • • • • • • • • •• • • • • • • • • • • 1318. MIN• • *0-••• • EMBEDMENT [Dj 2 BY WOOD BUCK 1 4' MAX SYIM [B)• • • : • • : • • • 8Y OTHERS. [A] •• • • •• • 1 MIN. [-1 EDGE DIST. [D] CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR, #12 WOOD ANCHOR [D] INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [E] o$ p��� o INTERIOR ab eyg.P ° 13/8' MIN. PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A) SEE NOTE 10, SHT 1 INSTALLATION ANCHOR, HORIZONTAL SECTION [BI SEE NOTE 2&3, SHIT 4 1/4' DIA MASONRY ANCHOR [C] FRAME (WOOD) (CI SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [Ej SEE NOTE 8, SHT 4 CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY PERIMETER SEALANT BY OTHERS BYINSTALLER .Do CD eD p .p D ,D D EDGE DIST. [Cj ,' \VERTICAL SECTION FRAME (WOOD) 1 1/4' MIN. EMBEDMENT [C] z2-1 PROPRETARY AND CONFIDENTIAL 12/07/11 THE 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. I3 PROHIBITED. •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• • •••• • • • • • • ••• • ••• • • • • • • • • • • • • •• • • • • • • • • • • 1318. MIN• • *0-••• • EMBEDMENT [Dj 2 BY WOOD BUCK 1 4' MAX SYIM [B)• • • : • • : • • • 8Y OTHERS. [A] •• • • •• • 1 MIN. [-1 EDGE DIST. [D] CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INSTALLATION ANCHOR, #12 WOOD ANCHOR [D] INSTALLATION ANCHOR, HINGE ATTACHMENT, #10 WOOD SCREW. [E] o$ p��� o INTERIOR ab eyg.P ° 13/8' MIN. PERIMETER SEALANT EMBEDMENT [D] BYINSTALLER EXTERIOR FINISH BY OTHERS REFERENCE NOTES: [A) SEE NOTE 10, SHT 1 INSTALLATION ANCHOR, HORIZONTAL SECTION [BI SEE NOTE 2&3, SHIT 4 1/4' DIA MASONRY ANCHOR [C] FRAME (WOOD) (CI SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [Ej SEE NOTE 8, SHT 4 CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETE/MASONRY PERIMETER SEALANT BY OTHERS BYINSTALLER .Do CD eD p .p D ,D D EDGE DIST. [Cj ,' \VERTICAL SECTION FRAME (WOOD) 1 1/4' MIN. EMBEDMENT [C] z2-1 PROPRETARY AND CONFIDENTIAL 12/07/11 THE 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. I3 PROHIBITED. INSTALLATION ANCHOR, 1/4' MASONRY ANCHOR [C] 21/2' MIN EDGE DIST. [C] D EXTERIOR FINISH—yqe o o o> BY OTHERS IPERIMETER SEALANT BYINSTALLER PERIMETER SEALANT BYINSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 1/4" MIN. EMBEDMENT [C] CONCRETE/MASONRY 1 BY WOOD BUCK BY OTHERS BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED. [A] 1/4° MAX. SHIM [B] CONTINUOUS DOUBLE 3116' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INTERIOR CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, 1/4' DIA. MASONRY ANCHOR [C] — CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. CONCRETEIMASONRY BY OTHERS Dups ps P Dpe p> D p Dee D 4 D D , D D D , D 11/4' MIN. 2JIZ MIN. D EMBEDMENT [C] l 7 EDGE DIST. [C] PROPRFTARYAND CONFIDENTIAL 17JO7/11 VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING 0 THE SOLE PROPERTY OF CUSTOM FRAME (MASONRY) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • ••• • • • ••• • • • • • • • •• • • • • • • • • • • • •• •• • • • •• • aY W D BUCK 1/4' MAX 9FIIIA • • • • • • • • • • • • • • •• • • • • ••• •• 11/4' MIN. EMBEDMENT [C] STALLATION ANCHOR, 77 N4" MASONRY ANCHOR. [C] c' a� -em a' a� e� 4' Q' a� 210 MIN c e EDGE DIST. [C] 6� o a' `— SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BYINSTALLER EXTERIOR FINISH BY OTHERS VERTICAL SECTION FRAME (MASONRY) REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [81 SEE NOTE 283, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT4 [E] SEE NOTE 6, SHT 4 LUCAS A. TURNER. FL. P.E. 56201 INSTALLATION ANCHOR, 1" MIN. [D] #12 WOOD ANCHOR [D] EDGE DIST. BYO EXTERIOR —`` l EMBEDMENT EDMENT[D] �1L4"_ MAX. SHIM [B] PERIMETER SEALANT BYINSTALLER 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. PERIMETER SEALANT BYINSTALLER INTERIOR 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] �coDoe��•AoC D EaD �eC D D I-- n 2.10 MIN. EDGE DIST. [C] VERTICAL SECTION FRAME(WOOD) CONCRETEIMASONRY BY OTHERS CONTINUOUS DOUBLE 3/18" BEADS OF E AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER 1 1/4" MIN. EMBEDMENT [C] 'Zv_ PROPRIETARY AND CON IDENTYLL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. . . ... . • . ... .. .. . . . .. .. . . . . . .. . . . . ••• . . . ... . . . . ... • • • • • • • •• • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • 1 3/8" MIN. i i s i i •• EMBEDMENT[D] 114"AX_ MSHIN�7• • • • • PERIMETER SEALANT BYINSTALLER L MIN. EDGE DIST. [D] INSTALLATION ANCHOR, #12 WOOD ANCHOR. [D] 2 BY WOOD BUCK BY OTHERS. [A] ° o°e gw.6b rebo EXTERIOR FINISH BY OTHERS REFERENCE NOTES: rR\VERTICAL SECTION [A] SEE NOTE 10, SFIT 1 FRAME (WOOD) [B] SEE NOTE 2&3, SHT 4 [C] SEE NOTE 4, SHT 4 [D] SEE NOTE 5, SHT 4 [E] SEE NOTE 6, SHT 4 7124/2014 Florida Building Code Online Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 hcornell@cws.cc Michael LaFevre mlafevre@cws.cc Michael La Fevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report - Hardcopy Received 0006 t rr f • • Lucas A. Turner • ••6•• • 6 0 •••66• • PE -58201 ••••6• •• •• „..,Milli • 111111001j, Ir orirnenrt 8M Home I Log In ( User Regisbadon Hot Topics I Submit SwchaMe Stab & Facts I Publications I FK Staff SM Site Map I Links I Search Business' 03/01/2020 0000 0000•• • 6 Professi nal OUSER: product Approval Public User Steven M. Urich, PE Regdat ion 6666 • 666•• 6••6• Validation Checklist -Hardcopy Receitrec� • • ••• • Product Approval Meme > product er Appli a ion Search > > Appfatbn oxtail FL * • FL16736 FL16736 RO COI EvalReo CWS -871 (05-82006' 74 x Application Type New 6.66.6 Code Version • • 00 0 • • 2010 • • Yea • AAMA/WDMA/CSA/101/I.S.2/A440-08 Application Status 2008 Approved Comments ASTM E1886-05 2005 Archived 2006 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 hcornell@cws.cc Michael LaFevre mlafevre@cws.cc Michael La Fevre ## 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cws.cc Cal Ledy 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer V Evaluation Report - Hardcopy Received hppJ/floridabug"g.org/pr/pr app dtlaspx7param=wGEVXQwd)qu8obl%2flZm6TgPohLz6ontOF,OKIGvLUC 9hayaj6bl]kg%3d%3d 1/2 0006 • • Lucas A. Turner • ••6•• • 6 0 •••66• • PE -58201 ••••6• •• •• 0000•• • Keystone Certifications, Inc. 996900 6 6 6 03/01/2020 0000 0000•• • 6 060000 Steven M. Urich, PE 6666 0000 • 6666 • 666•• 6••6• Validation Checklist -Hardcopy Receitrec� • • ••• • a 0 0 0000•• • • • FL16736 RO COI EvalReo CWS -871 (05-82006' 74 x 63. IMP-ACT).odf • 6.66.6 Standard • • 00 0 • • • 0 000 • • Yea • AAMA/WDMA/CSA/101/I.S.2/A440-08 'o-* : 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 hppJ/floridabug"g.org/pr/pr app dtlaspx7param=wGEVXQwd)qu8obl%2flZm6TgPohLz6ontOF,OKIGvLUC 9hayaj6bl]kg%3d%3d 1/2 7/24/2014 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2013 Date Validated 02/25/2014 Date Pending FBC Approval 02/24/2014 Date Approved 02/26/2014 Summary of Products FL # Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. 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, 74" x 63", DP +/- 60 psf. Installation Instructions FL16736 RO II CWS -871A (HS -8200. 74 x 63. IMPACT).Pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.Ddf FL16736 RO AE EvaIReD CWS -871A (HS -8200. 74 x 63, IMPACT).Ddf FL16736 RO AE Quanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Product Approval Accepts 0000•• 0000•• ••••�• 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. 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", DP +/- 60 psf. Installation Instructions FL16736 RO II CWS -869A (HS -8200, 111 x 63. IMPACT Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.odf FL16736 RO AE DuPont SGP NOA 11-0624 02.pdf FL16736 RO AE EvaIReD CWS -869A (HS -8200. 111 x 63. IMPACT).odf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes t3 i Pdext Cn_-nt_a_& Ik :: 1W Moth Mon -roe Stmr.F, Tallahassee 399 Phnr�_ R�7-1924 The State of Florida Is an AA/EEO employer. Copytlyht 2007-7013 state of Florida_ :: PAV9N Statement :: AWWWbillN Statement :: Refund Under Florida law, email addresses are public records. If you do trot want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional 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 egrIlIPA&ess if they have one. The emails provided may be used for official communication with the licensee. However email addresses are p jWIc: reagrd. N You to supP1Y personal address, the Department be To I • • • Cth�� please provide with an email address which can made available m the public rtpine jf you are a under 455, F.S., please dfdc hate. • o • • • • • Product Approval Accepts 0000•• 0000•• ••••�• 0 0000•• • ED in ER• • • 0000•• 0000 0000 • • Si' 99; I KI1, • • • • 0000 0000 0000• • • 00.00• • •• ••s•• •• •• 0000 0000•• ••0000 • • • • • • **Soso 0000•• • • • htgpJ/floridabuilding.-gtpr/pr app dt1.aspx?para—wGEVXQwtDqu8obl%2flZm6TgPohLz6on(OEOR1GvLUCNU iayuj6bIDcg%3d%3d 212 TURNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) 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 -871A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-1, -lA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202,203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -871A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871A • Achieves design pressures of +/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27 • Requires Quanex white rigid PVC frame extrusions per Miami -Dade N.O.A. 12-10J 7,Q2 Certification of Independence: I do not have, nor do I intend to acquire, notawfll i acquire.a. financial interest in Custom Window Systems or in any company manufacturinggrdistribut4ng: products for which this report is being issued. I do not have, nor do I intend td lat ilhlre, nor Will I acquire, a financial interest in any other entity involved in the testing or approwX process 0080 product. 00 6 • • • • • dS1111111/1$f. • • • • • •• •• •••• R�E1+le #��; �••�•� • ■ �+q a s;` No 58201 '.,,� *� • STATE OF 4u 2/24/2014 +I % ;` •.,,Oca`® �. Vie; •," ' '`i=: Lucas A. Turner, P.E. ■•`,►`` FL PE #58201 Lucas Tumer 2014-02-24 15:48-05:00 HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) MAX. SASH WIDTH DESIGN PRESSURE RATING ±60 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS..............................................1 ANCHOR SCHEDULE & NOTES....................................................2 SECTION VIEWS & ALT. FRAME "OX" "XO" & GLAZING .........3, 4 EXTRUSIONS & BILL OF MATERIALS..........................................5 INSTALLATION DETAIL.............................................................6.8 ;tl ;7-1 NARY AND CONFIDENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHISTTED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... . ••• PVC IMPACT REQUIREMENTS: 1. THE PRODUCT CHOWJVWREIN IS4PESIGtdED AND MANUFO •(TIRED TO COMPLY WITH THE FLORIDA BUILDING LODE [RBC Cl4RRENAEDifION, N14iLUDNIG THE HIGH VELOCITY HURRICANE ZONE (HVHZ) • • • • • • • • • • • 2. GLAZING OPTIONS: (SGT SHEET 3} • • • • • • • • • 3. APPROVED CONFIGURATIONS: "O)C, "XO" 4. DESIGN PRESSURWTWGS: • • • • • • • • -NEGATIVE DESIGN LOANS MASED ON 1iIESWEDNPRESSURE AND GLASS TABLES ASTM E-1300-04. • 000 • • • • • • • -POSITIVE DESIGN LDA C� �1S _'- - L- RESSUP4 WATER INFILTRATION TEST PRESSURE AND GLA%S T TAS 1'�0 • • • • • 6. ANCHORAGE: THE 331!3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6.8 FOR ANCHOR DETAIL W INDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPAI 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 AT HEAD/SILL 8. SERIES / MODEL DESIGNATION HS -8200. 9. 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. 10. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS CHANGED EDGE DIST FROM 114" TO 7/16" -7t No 58201 ':'� 1900 SW 44TH AVE. Z I OCALA, FLORIDA 34474 l ir: """ GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT STATE OF lilt o f*4V,�• ERIE8:8200 HVHZ DRAWN BY: ADE arE: 11/14113 �C0 R:�.••'(y��-% MODEL: WG. NO.: I� ...... PVC HORIZ. SLIDER NTS CWS -871 #+811111911�` REV. LETTER: A SHEET: 1 OF 8 . . ... . . . ... .• .. . . • .. .• . . . . . • . . . . . - --- - - - - --- 1210 121/xMAX _ MAX CENTER CL TO CENTER S. • 00: • • • • • • TO CENTER 3" 3" MAX • • • • � ) • • • 4° • • • • • ;y�.� 8° 8° (SHEET 4) SEE NOTE 2 MAX (TYP) I O'O')• • • • E 8 � MAX (TYP)+,t(SEET A F•DMAX(TYP) MAX (TYP) MAX 8"O) MAXO.C. (TYP)B (SBHEET 4) EI INSTALLATION (SHEET 5) 1 I ANCHORS TYP.INSTALLATIONANCHORS TYP.A D ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) THRU FRAME THRU NAILING FPI (WOOD OPENING) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REGI D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4" FOR MASONRY OR WOOD, AND 1/8° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3/1 SDIA. ITW BUILDEX TAPCON WITH ADVANCED THREADFOAM TECHNOLOGY 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 MUSTSE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8"INTO 2 BYWOOD 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 7/16" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8. 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. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALLLUCAS A TURNER, R P.E. 68201 A CHANGED EDGE DIST FROM 114"TO7/18" 02/06!201NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.10 IN WOOD TIONIANCMUM OR CAPACITIES FOR GRAVITY OF RODUCTS HEREIN ARE (SOUTHERN PINE SED ON GREATER) TRATE MATERIAL WITH THE FOLLOWING PROPERTIES:„” �p11?R W.T ���, V �B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. nsFA 00'• ��O Scr••.Q'L��� I,�C. MASONRY - MINIMUM DENSITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. %v;' No 58201 AjD 1�o sDOWSYD. ALUMINUM -1/8" THICK MIN., 6063 TS MIN. OCALA FLORIDA 34474 E. STEEL -16 GAUGE (.080°) MIN., 33 KSI MIN. : : * '�`ANCHOR SCHEDULE & NOTES - LARGE MISSLE IMPACT 11. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE 9 : STATE OF .4'4 ERiEB: RAwN Sv: ATE:OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT %, *'. F •0. ��� 8200 HVHZ11/14/13 In{OPRIETARY AND CONFIDENTIAL 2/24/2014 MODEL:SCALE:waNo.:VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��00, e • � O ..1 O P ����FMAMDMA1250(BOX WIFIN NDOWS), FMA/AAMAtWDMA 300FLANGE(EXTEROR)DOORS). War DOW S��IOIN OFCUSANY TOM w1�NDOW SYST Ms, leis PRo IISUELE E.D,ouT THE #;�ri4elpA„ �, PYC HORIZ SLIDER Rev. LErrER AS SHEET:20F871 4)— I 0 i 1 X i i �I / F (SHEET y • � • • • • 0 X i EXTERIOR INTERIOR SECTION VIEW A -A . .•.• .•. .. .• . . •. .. . ••• . 1 8 7 i i •• • i i i i• •i i• INTERIOR 1 • • s • • w 2 18 •• • • • • • ••• •• TYPICAL VERTICAL SECTION EXTERIOR NOTE: SHOWS FDW GLASS CUTAWAY a SECTION VIEW C -C HEAD IMPACT HOOK (rYPJ MIDSPAN OF SASH (ITEMS 35 & 38) I I HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION SWEEP LOCKS (REM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. O��J GLASSTYPE B FULL SIZE A. TURNER. FL P.E. 58201 I A I CHANGED EDGE DIST FROM 1 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 6118" LAMI 1/8" ANNEALED .= DUPONT PVB INTERLAYER 1/8" ANNEALED lPURFECT GLAZE "H" SIKAFLEX 662 1/2" GLASS BITE No 58201 .,"P : 1500 SW 44TH AVE. OCALA, FLORIDA 54474 *' ITLE: y ' ">3' :ITE SECTION YEWS &GLAZING LARGE MISSLE IMPACT FLG STATE OF , 40 '[r, 0 RIES: RAWN BY: ATE: THE INFORMATION CONTAINS DY AM OCONFIDENTIAL ONFIIS D NTIALE PROPERTY OF CUSTOM �"1 ;6F %C O R t Q ' 6����� 8200 ORI ADE 1 CWS -3 EL: WG. NO.: WINDOW PERMISSION .ANY REPRODUCTION IS IN PART OR INCA. IS WHOLE IT OUT THE ........��QI�A' ` PVC HORIZ. SLIDER REV. LETTER: NT$ �. CWS -871 A 30FS i i I J _ I I HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION SWEEP LOCKS (REM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. O��J GLASSTYPE B FULL SIZE A. TURNER. FL P.E. 58201 I A I CHANGED EDGE DIST FROM 1 7/8" OVERALL 1/8" ANNEALED or TEMPERED 7/16" AIRSPACE 6118" LAMI 1/8" ANNEALED .= DUPONT PVB INTERLAYER 1/8" ANNEALED lPURFECT GLAZE "H" SIKAFLEX 662 1/2" GLASS BITE No 58201 .,"P : 1500 SW 44TH AVE. OCALA, FLORIDA 54474 *' ITLE: y ' ">3' :ITE SECTION YEWS &GLAZING LARGE MISSLE IMPACT FLG STATE OF , 40 '[r, 0 RIES: RAWN BY: ATE: THE INFORMATION CONTAINS DY AM OCONFIDENTIAL ONFIIS D NTIALE PROPERTY OF CUSTOM �"1 ;6F %C O R t Q ' 6����� 8200 ORI ADE 1 CWS -3 EL: WG. NO.: WINDOW PERMISSION .ANY REPRODUCTION IS IN PART OR INCA. IS WHOLE IT OUT THE ........��QI�A' ` PVC HORIZ. SLIDER REV. LETTER: NT$ �. CWS -871 A 30FS INTERIOI EXTERIOR INTERIOR EXTERIOF HEAD)JAMB IMPACT HOOK/ROTARY LOCK LOCATION 111 PROPRIETARY AND CONFmENTIAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. •• • • • • • ••• •• TYPICAL VERTICAL SECTION NOTE: SHOWS FD(ED GLASS CUTAWAY ROTARY LOCKS (ITEM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. ICKS ARE LOCATED AT THE IIRD POINTS ALONG THE FRAME MS. SECTION VIEW F -F •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• •• • • • • • ••• •• TYPICAL VERTICAL SECTION NOTE: SHOWS FD(ED GLASS CUTAWAY ROTARY LOCKS (ITEM 27) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. ICKS ARE LOCATED AT THE IIRD POINTS ALONG THE FRAME MS. SECTION VIEW F -F Item Part$ De-Apd- Vendor Iteterial 1 HF1497 Ralrd. Sash Meet Rat Kgmark Alum 2 H-1699 Retail. S.B.R/S.S.R Keymark Alum 3 H-1836 Meet Rag, Fxd. Keymark Alum 4 H-SD52 Sash TcpSaL Rag Mixon PVC 3 H•6048 Main R., SH, w/ Rn., PVC Mlaon PVC 6 H•6060 Sash Meet Rall, P/C Mlaon PVC 7 H•6051 Sash Skis Ing, PVC Mk ron PVC 8 H•SD49 Main Fr., SH, w/Rg., FVC Mkron PVC 9 83028 Screen Pug Tab Summit 10 83033 Screen SprbV, SS Hurley 11 83113 Screw Support, P/C Team Plastic Rubber 12 P-3218 Screen Frarre Agmetel RollForm 13 PR3228 Screen Spline, .166 Dia., SOL Dapa 14 FL4764 Screen Rem Corner Key Allmstal Nylon 13 P-3342 Seam Sealer, WSW Schnee Silicone 16 83382 Set Bk, 86 Dur., 1/B° x 6V x 2° Lg. FranW-ow a Rubber 17 P3429 Wetµ, 0.270 x .187 bask FmSeal, Gray Ubafab 13 83638 /N x 3/4° Square TBC 2 Zinc Fastens! Stew 19 F 4730 #8 x riff Truss PHT8(2 Zinc Fastana! $teel 20 83752 Cap Plug, 1,7 Hole NAM Nybn 21 P4MorP SprbV Lock Impact, PVC Interlak 22 P-4778 Roger, Tandem YAM *Ion 23 1 P4051 88 x 1 1/4 Ph FH TB(, VVM. Fasten! 81081 24 P -41M Keeper, Impact, PVC Interlock 23 P4479 Weep Cover w/ Rep M&M Nylon 26 P 1M 68 x 21/2 Ph Truss SMS Alex Steel 27 P -49M Rotary lock Sullivan Zinc 28 P4952 Keeper, Rotary Lock Sullivan Zinc 29 P-4969 Watp., 0.420 x .187 back RnSeal, Gray tArafab 30 P-4833 Barrel Fastener Fastenl Stemd 31 S•1112 Rleirdorcemerd, Head Keymark Alum 32 5.1498 Renk. S.B.RJS.&R Keymark Alum 34 5.1776 Roger Track KDYmark Alum 33 5.1889 Farr Hook Head, Impact Keymark Alum 36 5.2000 Pawl Catch, Head, Impact Koymark Alum 37 S-6005 Ant L8t Micron PJC 38 S-OD13 Som. Adapt., w/ N11), PVC Muton WC 39 5-6014 Som. Adapt., PVC Mlvon PVC 40 S4WW Fixed Rag Cover Micron PVC 41 5-8084 Glazing Beed Mivon PVC 42 See Sheet 3 43 Purfect Glaze °H', SkaFlex S32 Henkel / Siam &Scare Ir10TE: ITEM 33 NOT USED IN THIS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . .0%... .0% () snsn Wfi1V1Ji rnwmr- tAmmcn 2 3/16° CONSTRUC7IQN CONSTRUL°710N •••4 --.. CORNER WELD VC�iASH MT61L RAIL•51150 •0 0 SIDas ) (ALL SIDES) • • • • • • • • • • • • • • • • FIXED MEETING RAIL • • • • • •68° SCREWED TOGETHEP WITHO • • • • • �T•r—s+ � 1 WITH UTERFRAME 3 ALUM SASH MTG. RAIL -1487 1 16110° 18° 15/8° L ' PVC FIXED RAIL COVER - 6083 PVC SASH SIDE RAIL -8051 9J� 31 ALUM GLAZE BEAD -1112 "�l J 6/18° PVC SCREEN SUPPORT - 6014 O 03/16, 15/18" PLAN VIEW -1939 ALUM IMPACT HOOK -1999 0 3/18° O 8° I PLAN VIEW -2000 ALUM IMPACT CATCH - 2000 z� PROPRIETARY AND CONFIDENnAL 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 34 7/8° 3141/47/18° r ALU ROLLER TRACK -1776 41 L T PVC GLAZESEAD - 6084 ALUM S.B.RJS.S.R. -1498 3 4 1 1/3°y PVC ANTI -LIFT 38 1/2° 1 3118° PVC SCREEN CATCH -8013 PVC SASH TOP/BTM RAIL -6052 FL P.E. 58201 1900 SW 44TH AVE OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT 8200 HVHZ RAWN BY: ADE LATE," 11/14/13 PVC HORIZ. SLIDER 6caLE: 12 o.:CWS-871 REV. LETTER: A: 5 OF 8 . . ... . • . ... .. .. . . . .. .. . . . . . ••. •. . . . . . . . ... . . . . ... 1 1/4" MIN EMBEDMENT CONCRETE/MASONRY (SEE NOTE 1) BY OTHERS • 000 • • • • • • IS WOOD BUCK • • • • • • BY OTHERS. ( E TEf. • ]' MIN EMBEDMENT INSTALLATION ANCHOR, 3/18° DIA MASONRY SCREW w/WASHER' • ' �j•^ 1/4• MAX SHIM • • (SEE NOTE 1) • • • • • • • ► • THRU SCREW SUPPORT. A I (SEE NOTE 1) • • • : I (SEE NOTE 1) • 4 • ► 7& MIN EDGE DIST (SEE NOTE 1) C ► A A SEALANT BETWEEN • INSTALLATION ANCHOR, BUCK AND OR • • #10 WOOD ANCHOR W/ BY OTHERS • A • . • • • • ,�� ► WASHER THRU SCREW 4 2-10 MN EDGE DIST • e • • SUPPORT. • • • • • • • • ti ds (SEE NOTE i j 2im MIN EDGE DIST (SEE NOTE 1) CONCRETEMIASONRY (SEE NOTE 1) A BY OTHERS 4;4; •a'e ► • ► SEALANT BETWEEN •, • O►A► BUCK AND OPENING •` • 1 1/4• MIN EMBEDMENT • p • • p • (SEE NOTE i) �� � p ' • • : s . s • •i` O . • •� •• • M BY OTHERS SEALANT BEHIND FLANGE •*�,° y. . BY INSTALLER PERIMETER SEALANT t, p • . p . p EXTERIOR FINISH BY INSTALLER 2 BY WOOD BUCK BY OTHERS. �d BY OTHERS BYINSTALLER 1 BY SUCK EXTERIOR FINISH BY OTHERS EXTERIOR FINISH �" + • BY OTHERS BY OTHERS g HORIZONTAL SECTION 1/4• MAX SHIM T FRAME (MASONRY) C HORIZONTAL SECTION T FRAME (WOOD) PERIMETER SEALANT BY INSTALLER (SEE NOTE 1) OT HEAD AND JAMS INSTALLATION ANCHOR, 3/18° DIA. IMILAR FOR 2BY INSTALLATION. MASONRY SCREW w/NEOPRENE ILL INSTALLATION SAME AS SHOWN BELOW. SEALANT BEHIND FLANGE INSTALLATION ANCHOR, 3118° DIA. BACKED WASHER THRU SCREW BY INSTALLER MASONRY SCREW w/WASHER SUPPORT. THRU SCREW SUPPORT. (SEE NOTE 1) (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER PERIMETER SEALANT 1/4' MAX SHIM (SEE NOTE 1) INSTALLATION ANCHOR, 3116° DIA BY INSTALLER MASONRY SCREW wNEOPRENE p°• o, o D BAPS WASHER THRU SCREW T. gEXTE HO�RSFlNISH Do e D• 6 p p (SEE NOTE I) 6 b 1 1/4" MIN EMBEDMENT •Ape v • ep SEALANT BEHIND FLANGE ° D o p• °• o. oD °. op (SEENOTEI) BY INSTALLER SEALANT UNDER SCREW HEAD b o• D• b D • BY INSTALLER D ° D . g • ° D• D • ° e D° ° D . D . o o •po.sD oDpD,OD D.� D-� PERIMETER SEALANT HIGH STRENGTH STRUCTURAL ,Op BY INSTALLER GROUT BY OTHERS i 21 MN EDGE DIST CONCRETE/MASONRY (SEE NOTE 1) EXTERIOR FINISH MAX SHIM BY OTHERS �� ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) BY OTHERS (SEE NOTE 1) • Y ? . > : �� SILLSTOOL p . •'•e ,• p • S> ;:s BY OTHERS LUCAS A TURNER FL P.E. 58201 A CHANGED EDGE DIST FROM 1/4" TO 7/18" 2/06/201 •�: •p ,O• •O• P, ,O p p, ' ; • O • 'p �p • s o, o. p p o p •. 0= •O.O• • O USE SOLID WOOD SUPPORT p. s s •o TO MAKE SILL LEVEL, •• .t• BY OTHERS. IIyN11f :t r` ��/ • s ...• p p•�• . • p ; ,pP'�pRE�tTG+i+ • • �•p�• i • . p . •: : p p s. ,yaCi .*.��GENg�,� rr w�w I > , O p , s • , • • • • 1]L4"_ MIN EMBEDMENT : g �• (n v; No 58201 ; :0 r 1900 6w AVE. I (SEE NOTE 1) ,. 44TH t = �ALA FLORIDA 39474 CONCRETEMIASONRY 2� MN EDGE DIST # # BY OTHERS (SEE NOTE 1) A VERTICAL SECTION . O' C tg W : � INSTALLATION THRU FRAME DETAIL -LARGE MISSILE IMPACT Z� : � ; STATE OF , SERIES: RAWN BY: ATE: 7 FRAME (MASONRY) ( Y) %�,p•..c P����Q` 8200HVHZ ADE 11/14/13 OTE 1: FOR CLAR C ION ON ALLO ABLE C R TYPES, E BEDMENT , THE INFORMATION CONTAINED 6 DRAPRIETARY AWIING ISTH SOLLE PROPERTY OF CUSTOM ri+F,+ : O R �;:•• tj���` MODEL, SCALE: wo. NO.: PVC HORIZ SLIDER �S CWS g71 ++4+S411611114110,ONA HIM GAPS, AND SUBSTRATE RESTRICTIONS REFER TO WINDOWPERMISSIONN ANY REPRODUCTION IN OR AS�A� WITHOUT THE E�O REY LETTER SHEET: H NOTES ONS ET 2A SOF S EXTERIOR FINISH — BY OTHERS SEALANT BEHIND FIN BYINSTALLER WINDOW WRAP — BYINSTALLER PERIMETER SEALANT BY INSTALLER BYINSTALLER WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN BYINSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 11/2° MIN EMBEDMENT (SEE NOTE 1) 2 BY BY OTHERS BUCK (SEE NOTE 1) —7H8• MIN EDGE DIST (SEE NOTE 1) 1/4° MAX SHIM (SEE NOTE 1) • 2 BY WOOD BUCK— BY OTHERS. I (SEE NOTE 1) + INSTALLATION ANCHOR, #6 WOOD SCREW W/ WASHER. (lYP)(SEE NOTE 1) 1 1/2° MIN EMBEDME (SEE NOTE 1) SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN— BYINSTALLER 1/4• MAX SHIM (SEE NOTE 1) 7116' MIN EDGE DIST (SEE NOTE 1) u 4 213Y WOOD BUCK BY OTHERS. o• e, S; q INSTALLATION ANCHOR, o•o•� #B WOOD SCREW W/ WASHER. (SEE NOTE 1) 1 1/2' MIN EMBEDMENT E VERTICAL SECTION (SEE NOTE 1) 8 FIN (WOOD) Xz PROPRIETARY AND CONFIDENTIAL 2/24/2014 ANCHOR TYPES, EMBEDMEN , THE INFORMATION CONTAINED W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM REFER TO WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 71'IE 14W EDG9bIST (S'E VOTF. 1) -1/4' MAX SHIM (SEE NOTE 1) F HORIZONTAL SECTION 8 FIN (WOOD) FL # FL9520-R4 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 ekoss@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 Ledy 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 • • V Evaluation Report - Hardcopy Received • • Florida Engineer or Architect Mame 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 • Lucas A. Turner • • • • PE -58201 •••••• • •• Keystone Certifications, Inc. • • • • • • •••• • • 04/10/2016 •••••• Steven M. Urich, PE • • • • Validation Checklist - Hardcopy RWeived, • • • • • FL9520 R4 COI EvalReo CWS -836 (3 in Mull. Impact)0* fitandatiI AAMA 450-06 Year 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 http://floridabuilding.org/pr/pr�-app—ddAspx?paranr wGEVXQwtDqvlHvmuJRWcZl2qTuypubINczLTTVi3dRPw%3d 1/2 8/6/20I4 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Approved FL # I Model, Number or Name 9520.1 3" Alum. Tube Mullion Method 1 Option D 10/30/2012 10/30/2012 12/04/2012 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. 9520.2 14" Alum. Tube Mullion 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. 9520.3 15 1/2" Alum. Tube Mullion 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. Description 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Installation Instructions FL9520 R4 II CWS -836 (3 in Mull. Imoact).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvalReo CWS -836 (3 in Mull. ImDact).Ddf Created by Independent Third Party: Yes 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Installation Instructions FL9520 R4 II CWS -837 (4 in Mull. Imoact).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvaIReD CWS -837 (4 in Mull. Imoact).Ddf Created by Independent Third Party: Yes 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Installation Instructions FL9520 R4 II CWS -838 (5.5 in Mull. Imoact).Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL9520 R4 AE EvaIReD CWS -838 (5.5 in MIMPirogact)_Ddf Created by Independent Third Panty: Yes •. • • • • • • • • •• •• •••••• sack Ncikr, •••••• •••• •••• • • •••• •••• ••••• •• ••• • •• Cortina Un ;; 19e0 North Menne Street Tallahassee Fl_ 12399 Phone-: R5n-4R7-18 � • • ••• • •i•• 00 00 The State of Florida is an AR/ff0 employer. renyriyht 207ama srarP of Florida_ ;; Ltriat,'y statement ;; ArrtsaciMlitur ctatement ;; i na m+,��,mamso 0: •••i•• • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a:rublic'ara4rds 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 a5o. .1395. m Sectlofl • • • • • 455.275(1), Florida Statutes, effective October 1, 2012, licelicensed under Chapter 455, F.S. must provide the D•partmept with an & a If they�e one. The emalls provided may be used for official communication with the licensee. However email adder are pahlic retort If you do not wish to suppl • personal address, please provide the Department with an email address which can be made available to the public To dc9t*nlne*f you are adicww%under Cl�p�e� 000 455, F.S., please dick hem , • • • • Product Approval Accepts: ED a PIR LU Credit�aV httpJ/floridabuilding.org/pr/pr_app_dtiaspx?param=wGEVXQwtDgvlHvmuJRWcZ12gTuypublNczUTVi3dRPw%3d 212 URNER 2080 Mauve Terrace *` tWREtV iii North Port, FL 34286 ENGINEERING & TCONSULTING, Ph. 941-380-1574 INC. FBPE C.O.A. #29779 Evaluation Report 836 October 26, 2012 Product Description: PVC 3" Mullion H-1758 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). 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 -836, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3833-1, -lA, -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 201/202/203-94, ASTM E 1886-02/04/05, ASTM E 1996-04/06/09, and AAMA 450-06 3) Supplemental Calculations to support CWS -836, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -836 - Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS -836, using clips as shown in CWS -836 • 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, no>;WjLj 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 ftegture, norwik% acquire, a financial interest in any other entity involved in the testing or appro�aNScess bf,this product. ::.see • •• 00006 so 100 • *` tWREtV iii •• • r�s+'�'ssylet 20 12-10-26 11:23-04 s*,SRt ter. No 5 ]1 r i t �Q: STATE OF 10/26/2012 ner, P.E. Lucas A. Tur40 FL PE #58201 ~+rs•+++ '4i 88111101111 00006 so 100 SHOWN W/DIFFERENT OPTIONS EXAMPLE HORIZONTAL MULLION FOR SECTION VIEWS ONLY TABLE OF CONTENTS GENERAL NOTES & ELEVATION S........... 1 ANCHOR SCHEDULE................................2, EXTRUSIONS & B.O.M...............................4, 5 MULL BAR SECTION VIEWS.....................6, 7 INSTALLATION DETAILS ...........................8, 9 ICHOR IP EXAMPLE VERTICAL MULLION FOR SECTION VIEWS ONLY PROPRIETARY AND CONFIDENTIAL 10126/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. . . ..• . . • ... .. .. . . . .. .. . . . . . . . . . • . ••• . . . ... . . . . ... 1. THE PRODUCT SHOWN VIEREINM9 DESIGNED ANDWANUFACiFURE04T9 COMPLY WITH THE FLORIDA BUILDING COD:, 4RRV EgITIQN.: • • • 2. CONFIGURATIONS SHOWN: (8EE:iHTS iti3) • • • • • 1. VERTICAL • • • • • • • • • 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 6063-T6 ALUMINUM. •• • • • •• ••• •• 4. SEE MULLION CHARTS FC%MAXKUT DZSIQN PRE8SURES, LINGTH AND ANCHOR SCHEDULE. SHEETS 2-3 • • • • • • • 5. CONTRACTOR IS RESPO"BLE f0FiMAINITAINING•BT4WjUF6% AITEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOI LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY W THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. 7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. 6. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONL 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.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. 13. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. WINDLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE 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 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G90. D. ALUMINUM -1/8" THICK MIN., 6063 T5 MIN. E. STEEL -.060" 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), FMA/W DMA 250 (BOX WINDOWS) TRIPLE Design PrassureChvA PSF, for Non-Unersected 6npact VC 3" MuMon H-1758, wBh 1522oUps using fau (4) #10 Screws or 3/16' RW Tapoorrs per each end of mullion z OPEIBYGSE[E • ••• 39 45 51 57 63 69 753/8 81 87 93 99 1073/8 114 120 126 132 3 38 37 8011 80.0 80.0 BOA 80.0 SOA BOA 80A 802 BOA 804 80.0 80.0 804 BOA 8811 680.6 A 423/4 80.0 8011 BOA BOA 80.0 BOA SOA BOA BOA BOA 80.0 80.0 80.0 BOA BOA BOA BSA 41-31_ 80.0 80.0 BOA 80.0 80.0 80.0 604 $0.0 804 BOA 80.0 80.0 8011 BOA BOA 804 8.0 6SA 531/8 80.0 80.0 BOA 80.0 80.0 80.0 8011 I SOA BOA SOA BOA 80.0 80.0 804 80.0 6511 65.0 65.0 57 80.0 80.0 8011 80.0 80.0 80.0 SOA $0.0 SOA SOA BOA 80.0 804 65.0 6511 65.0 „a 63 SOA SOA SOA &2 8011 802 804 BOA 76S89A 76.6 749 729 6658A4 6SA ���-`" -_ 6 6 65A SA 65 634 654 v' ♦,c 4r. 6 65A A6 65A 65 S 6 69.0 633 72 65A 682 6SA 6511 1 65.0 65A 1 65A 649 61.7 591 569 537 DSI res Psure Chart, PSF, br Non-Nterseded Impact PVC 3' Mahlon H-1768, with 1778 clips vAh six ((6) 9'10 Screws or 8116' RWTepcons each end o1 mullion OPENINGS 39 45 51 57 63 69 753/8 81 87 93 99 10738 114 120 126 132 138 1453/8 37 802 SOA 802 BOA BOA BOA 802 BOA BOA BOA BOA 80A 8011 BOA BOA BOA 80.0 80A 423/4 BOA BOA BOA BOA BOA BOA 8011 BOA BOA BOA BOA BOA BOA 80.0 BOA BOA BOA BOA 483/4 BOA BOA 80.0 BBA BOA BOA SOA 802 BOA BOA BOA 80.0 8011 80.0 BOA BOA 800 65A 531/8 8011 SOA 8011 80A SOA BOA SOA SO2 BOA BOA BOA 8011 BOA SOA BOA 65A 654 6511 57 80.0 SOA BOA BOA BOA 8011 SOA BOA BOA SOA 604 80.0 8011 654 65A 65A '1 63 804 SOA 8011 SOA 8011 804 SO.O SO2 804 8011 602 SOA 65.0 6SA S l,. BS 6SA 6511 6SA 6SA 6SA 6SA 6SA 69A 63A 652 69A 6SA 65.0 `� '. 68 65A 6511 1 6511 1 6S2 I 6511 I 6SA 1 6511 1 6511 1 65.0 6.1.0 6511 6SA 72 65.0 6511 652 6SA 6SA 6511 6SA 649 61.7 591 56.9 537 " s" NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE 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 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 3/4" SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G90. D. ALUMINUM -1/8" THICK MIN., 6063 T5 MIN. E. STEEL -.060" 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), FMA/W DMA 250 (BOX WINDOWS) FMA/AAMA/WDMA 360 EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ( ) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TRANSOM OVER TWIN VERTICAL MULLION r z Jw F� OPENING SIZE C z • • • ••• • • • • •• • • • • • • • • • • TWIMrrRIPLE • • • • • :ORIZONTAL MULLION OPENING • • • • • *SIZE* • MULL LENGTH L G TRIPLE HORIZONTAL MULLION TRANSOM OVER TRIPLE VERTICAL MULLION OPENING SIZE D MULLLENGTH F TWIN HORIZONTAL MULLION T N z w 0 ti [--MULL LENGTH E TRIPLE VERTICAL MULLION z Ilg L �i OPENING SIZE Ir B TWIN MULLION rVERTICAL I H O z w J L OPENINGSIZE---� A lz�7- FMA/AAMA/WDMA 360 EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ( ) WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. TRANSOM OVER TWIN VERTICAL MULLION r z Jw F� OPENING SIZE C z • • • ••• • • • • •• • • • • • • • • • • TWIMrrRIPLE • • • • • :ORIZONTAL MULLION OPENING • • • • • *SIZE* • MULL LENGTH L G TRIPLE HORIZONTAL MULLION TRANSOM OVER TRIPLE VERTICAL MULLION OPENING SIZE D MULLLENGTH F TWIN HORIZONTAL MULLION T N z w 0 ti [--MULL LENGTH E . . ... . . . . ... .. .. . . . .• .. . . . . . . • . . • • ••• . . ....... .... TWINITRIPLE VERTICAL MULLION HORIZONTAL MULLION ISINGLE� TWIN OR TRIPLE UNITS ISELOW1 Imo-- OPENING SIZE 4--- MULL LENGTH J K NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16° DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8" SHALL BE ACHIEVED I2. FOR I00CONSTRUCTION, MULLION #10 SINTEGRATEDDIRECTION. N 0 13/8' MINIMUM EMBEDMENT NTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8"HALL BE ACHIEVED ANY MIIUM CENT R TO CENTER ANCHOR SPACING OF 3/4" ACHIEVE HALL BE MAINTAINED. DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2846 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G90. D. ALUMINUM -1 /8" THICK MIN., 6063 T5 MIN, E. STEEL - .060" 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), FMA/WDMA 250 (BOX WINDOWS), FMA/AAMA/WDMA 300 (EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 900 SW 44TH AVE. ICALA. FLORIDA 34474 I -" ANCHOR SCHEDULE, 3" MULL BAR, INTERSECTED IMPACT MULL BAR " ""'" ADE "' ` 09/27/2012 3" ALUM. MULL CALL. NTS ' NO CWS -836 EV. LETTER* - HEENT: 3 OF 9 Design Pressure Chart, PSF, for intersected Impact PVC 3" Mull)on H-1758, With 1522 clips using four (4) #10 Screws or 3118" 11W Tapcons, or 1776 clips with six (6) #10 Screws or 3/161 ITW Tapcons per each and of mul8on • • • • • • OPENINGSUE • • • • • • • 39 45 51 57 63 69 7S 3/8 81 87 93 99 110318%49J8 120 26 2 1 453/8 d SOA SOA SOA SOA SOA 50.0 50.0 SOA SOA SOA SOA 50.050.0 SOIO •SOA i0A • SOA 3 K423/4 50.0 SOA SOA 50.0 SOA 50.0 50.0 50A 50.0 50A SOA 50,050.0 50.0 50.0 $0.0 50.0 SOA 50.0 50.0 50.0 SOA 50.0 50.0 SOA 50.0 SOA SOA 50.0SOA 50.0 SOA SOA SOA 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 SOA SOA SOA50.0 50A - OA SO 50.0 SOA 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.050.0 50.E 90.00 • 5YA 0 •4811 63 50.0 SOA 50.0 50.0 $OA 50.0 50.0 50.0 $0.0 50.0 50.0 50A $50.0 49A • • 68 50.0 SQA 50.0 SOA SOA 50.0 50.0 50A So.0 50.0 50.0 50.047.6 72 SOA SOA 50.0 S0.0 50.0 50.0 50.0 50.0 50.0 SOA SOA 45A 44.0 75.375 50.0 50A 50.0 50.0 1 50.0 1 $0.0 1 SOA 1 50.0 1 SOA 46 8 44.0 40.0 TWINITRIPLE VERTICAL MULLION HORIZONTAL MULLION ISINGLE� TWIN OR TRIPLE UNITS ISELOW1 Imo-- OPENING SIZE 4--- MULL LENGTH J K NOTES: 1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16° DIA ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CLIP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 1/8" SHALL BE ACHIEVED I2. FOR I00CONSTRUCTION, MULLION #10 SINTEGRATEDDIRECTION. N 0 13/8' MINIMUM EMBEDMENT NTO 2X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 7/8"HALL BE ACHIEVED ANY MIIUM CENT R TO CENTER ANCHOR SPACING OF 3/4" ACHIEVE HALL BE MAINTAINED. DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2846 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM G90. D. ALUMINUM -1 /8" THICK MIN., 6063 T5 MIN, E. STEEL - .060" 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), FMA/WDMA 250 (BOX WINDOWS), FMA/AAMA/WDMA 300 (EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 900 SW 44TH AVE. ICALA. FLORIDA 34474 I -" ANCHOR SCHEDULE, 3" MULL BAR, INTERSECTED IMPACT MULL BAR " ""'" ADE "' ` 09/27/2012 3" ALUM. MULL CALL. NTS ' NO CWS -836 EV. LETTER* - HEENT: 3 OF 9 rsrzl CUP 11 20 1 1#10 FH TEK SCREW USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT OUTSIDE 11118° 14 21 /4' 435 1/2° 9 1/8" 090 l TOP VIEW 4 7/8'— DRIP CAP S-1895 F- 1522 - 013 FIN INSTALLATION 1/2" r1 1/4"1 10 090 FLANGE ADAPTER S-1896 �r 1 13/16" �{ 7/71�6—" 11 T .079 PVC MULL COVER -6018 21/16" 1 3/16" �__F MULLION CLIP S-1897 213/16" .195 ~�-,150 1 L 1 .110 3" MULLBAR H-1758 TYP. FIN FRAME (PVC) . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . NEW F-1522-013 F -1767-004(1_&R) ••• RETRO F-1522-013 F-1767-004(L&R) •• NEIN • WTiE20MWEN8ED F-1767-001 Bdk. •RETRO. • •F-1522-006 • . . ... . . . . ... SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR 2 DETAIL A ZZ PROPRIETARY AND CONFIDENTIAL 10/28!2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 'r MULLBAR CLIP "L" MULLBAR CUP FRAME TYPE OPENING (F•1522-7000 (F-1767470() • • • NE2V• • • F-102!-013 • F-1767-001 •FLANGE • • • RE"t0: 0: F-152:-006 F-1767-001 • NEW F-1522-013 F -1767-004(1_&R) FIN RETRO F-1522-013 F-1767-004(L&R) •• NEIN • WTiE20MWEN8ED F-1767-001 Bdk. •RETRO. • •F-1522-006 • F-1767-001 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME ATTACHEMENT TO MULL BAR 2 DETAIL A ZZ PROPRIETARY AND CONFIDENTIAL 10/28!2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. T 15116" OUTSIDE 1 2 3/16" Imo--— 47/8 F-1522-006 RETRO/FLANGE CLIP b. WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 -ITLE: EXTRUSIONS & BILL OF MATERIALS -3" MULL BAR >ERIES. IMPACT MULL BAR R- WN a ADE ATE: 09/2712012 40DLL 3" ALUM. MULL GALE: 1:2 WG. N"CWS-836 EV. LETTER: - HEE : 4 OF 9 7/16" 7/16" (TYP) CD 716° 7 21/16" 3/8" 1 T 15116" OUTSIDE 1 2 3/16" Imo--— 47/8 F-1522-006 RETRO/FLANGE CLIP b. WINDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 -ITLE: EXTRUSIONS & BILL OF MATERIALS -3" MULL BAR >ERIES. IMPACT MULL BAR R- WN a ADE ATE: 09/2712012 40DLL 3" ALUM. MULL GALE: 1:2 WG. N"CWS-836 EV. LETTER: - HEE : 4 OF 9 • . ... . • . ... .• .. . . . .. .. . . . . . • . . . . ••. • • 06 . . ... . . . • ... 6 718"-0 -1 • • •• ••• • 8 7!8" 3" •• • • • •• ••• •• • ••• • • • • •• • 3" 3" 0.• • • • • • • • • uj Lu�+-23/4" 21/4• L 1/4' (lYP) -7/16" (TYP) 15/8" 27/18" 3/8' 0 318" 318' (2)) 15/8 1518° I, �� 7/16' THRU (TYP) 1/4' THRU (TVP) OUTSIDE L -ANGLE 3" STANDARD MULL CLIP FLANGE - F-1767-001 2 3/4' 2 3/4" j 5.-5° L ANGLE 3" MULL CLIP, FIN (LEFT) F -1767-004L L ANGLE 3" MULL CLIP, FIN (RIGHT) F -1767-004R OUTSIDE LUCAS A. TURNER, FL P.E. 58201 ����� P�10REby�i�i �+ 9.......... C,;' F• � ��i. ; " tvO�DotYs s Dooas v f No 58201 ,�� 1900 SW 44TH AVE. p` • : i * OCALA, FLORIDA 34474 + ITLE: 7 '% � ro : a'� EXTRUSIONS & BILL OF MATERIALS - 3" MULL BAR �^' G� ID ; STATE OF • �� RI S: WN BV: ATE: 12 0-0. . "hr. IMPACT MULL BAR ADE 09127/2012 THE INFORMATION CON TAMEDPp WRTHI�R�NCOIS THE NIFIDENTLLLE PROPERTY OFZGgUBoTOM ,,����s�` R { •O'P �\?�,, MODEL! 3" ALUM. MULL CALE: 1 .,L WG. NO.: CWS -836 WINDOW SYSTEMS. INC. WRITTEN PERMISSION OF ANY WINDOW SYSIN TEMS, INC. ART OR .IIS PROHIBITED. THE ��I+ONA„y�4r �', EV. LETTER: HEFT: 50F9 FRAME TYPE OPENING � MULLBAR CUP "L" MULLBAR CLIP (F4622 -XXX) (F7767•XXX) NEW F-7522-013 F-1767-001 FLANGE RETRO F-1522.006 F-1767.001 NEW F-1522.013 F-1767-004(L&R) FIN RETRO F-1522-013 F-1767-004(L8R) NEW NOT RECOMMENDED F-1767-001 BOX RETRO F-1522-0 06 F-1767-001 SEAL BEHIND FL/ PRIOR TO ATTAC TO MULLION r.. �1 HORIZONTAL MULL BAR SECTION 6 FLANGE FRAME WINDOW SEAL BEHIND FLANGE � - DETAIL B ,0 PRIOR TO ATTACHING TO MULLION �� L B \ VERTICAL MULL BAR SECTION \6> FLANGE FRAME WINDOW SEAL BEHIND FLA PRIOR TO ATTACt TO MULLION FIN MUST BE REMO' WHERE WINDC CONNECT TO M FIN MUST BE REMOVED WHERE WINDOWS CONNECT TO MULL SEAL BEI - PRIOR TC TO MULLION VERTICAL MULL BAR SECTION \, 6J FIN FRAME WINDOW rAA1 HORIZONTAL MULL BAR SECTION \,� FIN FRAME • ••• • •• •• •• • • • •. .. . . . .• .. • • . . • . • . . . . • • • • • O 9 O �O n r-- C • ••• • •• •• •• • • • • • • •• • • • • • • • • • • • •• ADAPTOR • • • • • • O • APPLY SEALANT ALONG FELL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING A VERTICAL/HORIZONTAL MULL BAR SECTION 6 BOX FRAME WINDOW APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL LENGTH OF MULLBAR GROOVE LENGTH OF MULLBAR GROOVE PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE ADAPTOR ADAPTOR O 9 O �O n r-- C 10 DETAIL A i DETAIL B I �" PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 SEE NOTE 1 TOP VIEW FIN FRAME 5' MULLBAR (H-1760) (SEE SEPARATE APPROVAL FOR APPROPRIATE DP CHARTS) SEE NOTES 1 & 2 (QTY 1 EA. 11/16' MAX. EDGE DIST. SEE NOTE 4 20 %C� 5- HORIZ. TO 3' VERT. MULLBAR SECTION 7 FLANGE FRAME WINDOW SEE NOTE 1 %C� 4- HORIZ TO 3' VERT. MULLBAR SECTION ��NU;€I-Ami N NOTES: • ••• LUCAS A. 1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19 (QTY 1) AND 20 (QTY 1), AS SHOWN ABOVE. • 2. PRE -DRILLED HOLES (THRU H/V CLIP 1897), BY THE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE OF 9/32'. 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATION (i.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL, • • 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL z� MATERIAL. • • PROPRETARYAND CONFIDENTIAL 10/26!2012 iil�t5 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• *so • • • • ••• •• • •• • •s• •• • • • • s • • • • • s •• •• sir•=.d,• ••• •• SECTION A -A FOR DTY 1 EA) SEE NOTE 1 %C13' HORIZ TO 3' VERT. MULLBAR SECTION C7JFLTNGWINDOW FL P.E. 58201 fES 1 8 2 (QTY 1 EA.) EDGE DIST. [ 1 1/8' MIN. EDGE DIST. BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR MULL BAR CL (SEE NOTE 2) 3" VERTICAL MULL BAR SEALANT ALONG OUTSIDE EXPOSED SEALANT BETWEEN FRAME CONCRETEIMASONRY AND OPENING BY OTHERS BY OTHERS 1 1/4" MIN. EMBEDMENT 161 a 'qa 4 Q° 1 BY WOOD BUCK Die o 'o • ° D O° • pQ D� e e Lam' 1114 MIN. BY OTHERS [A] EMBEDMENT [B] 4°q MULL BAR CLIP (SEE NOTE 2) MULL BAR CUP INSTALLATION ANCHOR, (SEE NOTE 2)3/16" DIA. MASONRY ANCHOR [Bl EDGE OF MULL BAR _-' SILL STOOL BY OTHERS I 1 BY WOOD BUCK INSTALLATION ANCHOR, ° 4 q t, ° l� PERIMETER PERIMETER SEALANT _ T a� > SEALANT BETWEEN FRAME AND OPENING SEALANT BY BY OTHERS [A] 3/16" DIA MASONRY ANCHOR SEALANT ALONG INSTALLER _ HORIZ. MULL JAMB SECTION EDGE OF MULL BAR EXTERIOR - JAMB SHOWN, HEAD SIMILAR SHIM AS REQ'D FINISH BY . o •pw• TO MAKE LEVEL OTHERS e� < o D 3" HORIZ 11/8" MIN .p°O• 1p pDD• D D . p . D .° e" D., �, D Q;` pQ D Dae ^ D D•D ,>': e p D D D D p; MULL BAR EDGE DIST. [B] D DD °p ° D D Qn D• CONCRETE/ 1 1/8" MIN MASONRY�� VERTICAL "" '" —PERIMETER SEALANT EDGE DIST. [B] SEALANT BETWEEN FRAME "e " ee BY INSTALLER AND OPENING BY OTHERS INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR EXTERIOR FINISH SEALANT ALONG [g] BY OTHERS OUTSIDE EXPOSED EDGE OF MULL BAR F HORIZ. MULL JAMB SECTION % VERTICAL MULL HEAD SECTION 8 MULLCUP MASONR 8 MULL CUP (MASONRY) MULL BAR CUP INSTALLATION ANCHOR, (SEE NOTE 2)3/16" DIA. MASONRY ANCHOR [Bl EDGE OF MULL BAR _-' SILL STOOL BY OTHERS INSTALLATIOP'ANCHC'i 1110 WOOD ANCHOR -,- _ d� (SEE NOTE) PERIMETER PERIMETER SEALANT _ T a� > SEALANT BETWEEN FRAME AND OPENING SEALANT BY .I. BY OTHERS !A.• P D BY OTHERS SEALANT ALONG INSTALLER _ HORIZ. MULL JAMB SECTION EDGE OF MULL BAR EXTERIOR ° JAMB SHOWN, HEAD SIMILAR SHIM AS REQ'D FINISH BY . o •pw• TO MAKE LEVEL OTHERS e� < o D FOR MULL BAR D• D. •p°'D"eD.D. °D• .p°O• 1p pDD• D D . p . D .° e" D., �, D Q;` pQ D Dae ^ D D•D ,>': e p D D D D 1 1/4" MIN. EMBEDMENT (B] o• o°. o. Dom. : ° v p •Dn D. : ° vO • D DD °p ° D D Qn D• CONCRETE/ 1 1/8" MIN MASONRY�� VERTICAL MULL S LL SECTION EDGE DIST. [B] BY OTHERS B MULL CUP (MASONRY) 2 B'.' WOCO 3'JCK—I U. OTHERS [ti] --} 1 3'3" MIP'. I EJEEDMENT [C] INSTALLATIOP'ANCHC'i 1110 WOOD ANCHOR 'o °.Q_> t D' CONCRETE/MASONRY a, ° BY OTHERS D ,• EDGE DIST. [C] " �, 3 PERIMETER SEALANT _ T a� > SEALANT BETWEEN FRAME AND OPENING It iI `� .I. BY OTHERS !A.• P D MULL BAR �'`' •a• > > p ' " 7/8" MIN. D D D ,• EDGE DIST. [C] " �, 3 PERIMETER SEALANT a `°:• '•" BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT ALONG OUTSIDE EXPOSED HORIZ. MULL JAMB SECTION EDGE OF MULL BAR 8 MULL CUP (WOOD) JAMB SHOWN, HEAD SIMILAR MULL BAR CUP (SEE NOTE 2) SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR = - PERIMETER SEALANT INSTALLATION ANCHOR, 3/16" DIA. MASONRY ANCHOR MULL RB KCAL BYINSTALLER -- --Al REFERENCE NOTES: D e, o e► A SEE NOTE 10, SHT 1 EXTERIOR FINISH e D e e o• B SEE NOTE 1, SHT 2 BY OTHERS • . 6 P • P . B P • g C SEE NOTE 2, SHT 2 e p• ey o p a e• e P s e D ' MIN. EMBEDMENT [B] CONCRETE/MASONRY P• ,Pe • ep . t p e p e p D BY OTHERS D Pep •$ DoD• e p• D g o e •pe•oP a D091.1. •ea •op �•i o.g 11/8" MIN. EDGE DIST. [B] rH-� ALTERNATE PRECAST SILL DETAIL e L ULIVRS NOTE: 1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER INSTALLATION 2. RECESS MULL CLIP 1/4" MAX FOR ANCHOR CLEARANCE WHEN INSTALLING WINDOW UNITS zz PROPRIETARY AND CONFIDENTIAL 10/26/2012 THE 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 PROHIBRED. LUCAS A. TURNER. FL P.E. 58201 8!6/2014 Florida Building Code Online =j:,r �3ik�fl T P t'I BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publi®tio� I FBC Staff SCIS Site Map I Links I search Business'] m ywA�rovalProfessi8nal Public Regulation vrodnct Approval Menu > Product or Anoll a ionSearch > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 > Appilcatioe Detaa FL13010-R1 Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. (352) 368-6922 Ext 221 jthompson@cws.cc Windows Fixed Evaluation Report from a Florj 11a Registered Architect or a Licensed Florida Professional Engineer v" Evaluation Report - Hardc py Received Lucas A. Turner 0000 • • • • 0000 0000•• PE -58201 •• • • • • Keystone Certifications, Inc. • • • • • • • • • • • • • • • 07/212020 / 0000•• Steven M. Urich, PE ' ' •"". .""� *` Validation Checklist - Hardcopy Received0 000 0000 0000• • • 00.00• • •• 0000• •• •• 0000 0000•• FL.13010 R1 COI EvalReo CWS- 36x72, I PA�CT)_.Pdf �• • • • • 0000Stwidard•• 0000•• • • • • AAMA/WDMACSA1101/I.S.2/A440-05 • • • • 2006 • 6 ASTM E 1300-04 •• • 2004 ASTM E1886-05 2005 ASTM E1996-02 2002 PA TAS 201/202/203 1994 http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wF.sWUkbar%2f3TOzgFd2pZHcdirFrwsA%3d%3d 1/3 8/6/1014 Florida Buildmg Code Online 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 F ' FL # I Model, Number or Name Description 13010.1 1 PW -8150 PVC Fixed Window Limits of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW -8150, 36" x 72", DP = +J- 75 psf. Large Missile Impact. PW -8150 PVC Flg/Fin Fixed Window, 36" x 72". Installation Instructions FL13010 Rl II CWS -433A (PW -8150. 36x72. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 01.adf FL13010 Rl AE EvalReo CWS -433A (PW -8150. 36x72. IM PACT), odf FL13010 Rl AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 13010.2 1 PW -8150 PVC Fixed Window I PW -8150 PVC Flg/Fin Fixed Window, Continuous Head & Sill. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other. Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. 13010.3 1 PW -8300 PVC Fixed Window Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: PW -8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Installation Instructions FL13010 R1 II CWS -510A (PW -8150. 74x72. ContHdSI, IMP). df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont PVB NOA 11-0624 01.odf FL13010 Rl AE EvalReo CWS -510A (PW -8150. 7472. ContHdSl. IMP).pdf FL13010 Rl AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes PW -8300 PVC Fixed Window, 120" x 48". Installation Instructions FL13010 Rl II CWS -373A (PW -8300. 120x48. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 Rl AE DuPont SGP NOA 11-0624 02.pdf FL13010 Rl AE Evalikep CWS-373A_(PW-8300_120x4.8, IM PACT). odf Created by Independent Third Party: Yes • 113010.4 1 PW -8300 PVC Fixed Window 1 PW -8300 PVC Fig/Fin Fixed Window. • - • : 1 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 Drawings for Max. size and DP's. Installation Instructions. ..;•. • • FL13010 Ill II CWS -1596 PW -8300 IMPACT).gdf ••• Verified By: Lucas A. TurrwF 39ft Created by Independent Thud P": Yes 0000 • • • Evaluation Reports • • • • • • • • • • •: FL13010 RI AE DuPont PVR ?40A011-0624 Ox.odf FL13010 Rl AE DuPont SGP NOA 11-0624 02.odf 00* FL13010 Rl AE Evaliken Qj3-:S46 (PW -830(?. IMPACT).pdf FL13010 Rl AE Mikron NOA 11-0830 09 )df • ••• Created by Independent Third PWty: Yes. •• • • ••• •• • &ask File ni Contact Lk :: 1140 North Monroe Street Talla 399 Phone• NSa-497-1878 The State of Florida Is an AA/EEO employer. C=rlaht 7007-7013 State of FleAda_ :: Pdvan+ Statement :: Acceskiblift Statement :: Refund Statement Under Florida law, emali 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 httpJ/floriclabuilding.org/pr)or_app_ddaspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWLTkbar%2f3TOzgF(i2pZHcclirFrwsA%3d%3d 2/3 PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) SHOWN W/DIFFERENT OPTIONS TABLE OF CONTENTS THE FLORIDA BUgDIIjG CCZ17E, JUR:Ej ElITI.ON4 • GENERAL NOTES & ELEVATIONS .......... 1 ANCHOR SCHEDULE & NOTES ........... 2-3 SHAPES....................................................4 GLAZING...................................................5 SECTION VIEWS......................................6 EXTRUSIONS & B.O.M.............................7 INSTALLATION DETAILS ...................... 8-9 731/8° GLASS DLO 73114" MAX OVERALL FLANGE WIDTH 72° MAX. UNIT WIDTH C DESIGN PRESSURE RATING 167.5 PRCPRIErARYAND CONFIDENTIAL 12/14/11 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 WRRTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • ••• • • • • ••• PVC IMPACT REQUIREMENT: 1. THE PRODUCT SMOWI•FIBREIN IS DESIGNED AND MANUFACRMD TO COMPLY WITH THE FLORIDA BUgDIIjG CCZ17E, JUR:Ej ElITI.ON4 • • - - • 2. GLAZING OPTIGNS:(S6E �-IEET f:i • • • •• • 0% • 3. CONFIGURATION: FIXED LITE °O°. 4. DESIGN PRESSURES: 44EGATIVE DESIGN WOAD* BASED ON THMED WASSURG AND GLASS TABLES ASTM E-1300. • • • • • • • • • -POSITIVE DESIGN LbtD ED �T�D PrkjSURE!�VATER INFILTRATION TEST PRESSURE AND GLASS �`AABB S�5=NI'1 • • • •• • • • • • ••• •• 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR 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. % •• • • • % •• • • • • • • • • • • • • • ••• • • • • ••• G MAX • ••• • • • ••• (TYP) 4' MAX • • • • • f • • • • ].4' MAX O.C. �P) i i •• • i i ••i • s ••• cryp) 4" MAX MAX O.C. • • • • • • • • • • 8" MAX ---L SEE NOTE 2 "P) m p) • • • • • • • • • • (TYP) SEE NOTE 8 0 00 000 :06 Vo 000 • ••• • • • •• • 14" MAX O.C. 8' MAX O.C. • • • • • • • • • (TYP) (TYP) • • • • • • • • • •• • • • • • ••• •• i INSTALLATION ANCHOR (TYP) INSTALLATION - ANCHOR ffP) i B B i C A C ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) THRU FRAME(MA40NRY OR WOOD OPENING) THRU NAILING FIN (WOOD OPENING) r/. r/- 66 DP 66 DP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 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 11/4' 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 1318" INTO 2 BY WOOD BUCK OR FRAMING. 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 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. UPDATED PER 2010 FBC 1216/2011 DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 1710712008 T BE USED IN SUBSTRATES TH STRENGTHS LESS THE O INSTALLATION ANCHOR CAPACITIES COS HEREIN MINIMUM ITIES R PRODUC IN ARE BASED OSTRENGTH oe RE 9.SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: . G e F ;^v .� WINDOWS&nooxs A. WOOD -MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) •,J ;' fi S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. v; No 58201'q -A% 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). : * ; # * S OCALA, FLORIDA 34474 TLE: 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE : a� ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT r9": STATE OF , ltl. OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT .� p ; =(per ERIES: EE: AD 5/05/2007 FMA/ VERSION AAMA 00 FEREFERENCE IN WINDOWS),FMA/AAMA 200 FLANGE WINDOWS), THE INFORMATION CONTAINED PhiDRAWING IIS HE BOLE PROPERRTYOFausroM �"'i�,F' y . O R t CD ''GN�O, DEL: 8300 WG. NO.: FMANVDMA250(BOXWINDOW),FMA/AAMA/WDMA300(EXTERIOR) DOORS). �Rr nIBEB issSipNo ouSToMWINsysTE� uOR c�isPRHOiI�BIrWEo TME �����,��, PVC FIXED LITE . NTBS HES CWS -159 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... . ... . . . .. . .... .. V. .. . ...... . .. . . . . . . . . . . . • •. ... 4' MAX S° MAX O.C. (T1 P) (TYP) 6" MAX 7 5J6' MAX. O.C. �) SEE NOTE 2 FT • • • •• • • • • • • • • SEE NOTES • • • JL I 1 1-4— I I 4' MAX I S' MAX. I (fYP) I I I I 8° MAX O.C. I I 7 5/8' MAX. O.C. I I (lYP) (n'P) I I I I I I O I I I I I O I INSTALLATION I ANCHOR (TYP) I I INSTALLATION I I I I ANCHOR (WP) I I I I I I I I I ANCHOR LAYOUT - (FLANGE) I ANCHOR LAYOUT - (FIN) THRU FRAME (MASONRY OR WOOD OPENING) THRU NAILING FIN (WOOD OPENING) +6 87.5 OF +/- S7.8 DP B UPDATED PER 2010 FBC 12/6/2011 LUCAS A. TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 7/07/2008 '�"spnu4irg��, PNDREby ,44 5 .......... E N 6•'••.�'L�-ice CSP WOWS & DOORS ��,. 58201 % 1800 SW 44TH AVE. * I* ' OCALA, FLORIDA 34474 y * 6'ir2. TLE. ANCHOR SCHEDULE - LARGE MISSILE IMPACT STATE OF . Ul ERIES: A PROPRIETARYAND CONFIDENTIAL 12/14/11 ''•'at 0 R0V... 8300 ADE ♦ SEL. 5/05/2007 THIS PVC FIXED LITE SLE: INC. ANY A8A WHOLE WITHOUT THE ',��I!4'10NA •1r'. ? NOOW GWS -159 91• WwROTENSPEARMl831 N O CUSTOM SYSTEMS,OR R: B EET:O.: FULL CIRCLE 1/2 CIRCLE 1/4 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 C> FULL ELLIPSE f OVAL") TRIANGLE 9z PROPRIETARYAND CONFIDENTIAL 17/14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . . . . . . . • • • • • • • • • • •• ••• .. . . . .. ... .. . ... . . . . .. . . . . • •• • • 000 • • ••• •• TOMBSTONE . • ... . . . . . • • • • • • • • • • • • ••• • • • • ••• Y•dtl�MG7=7 +1-55 A, B 48 X 72 DP t/-67.5 C, D 1 72 X76 •• • • • • • ••• •• 1' OVERALL 1' OVERALL 1. OVERALL 1' OVERALL 3/16' ANNEALED 3/16° .TEMPERED 3/18' HEAT STRENGTH 3/18' TEMPERED 1/2° AIRSPACE 112' AIRSPACE 3/6° AIRSPACE 3/8' AIR SPACE 5/16' LAM] GLASS 5/16' LAMI GLASS 7116' LAM] GLASS 7/16° LAMI GLASS 118° ANNEALED lig° ANNEALED 3N8° HEATSTRENGTH 3118' HEAT STRENGTH .090 DUPONT PVS INTERLAYER 1116" DUPONT PVB I RLAYER •090 SENTRY GLASS IONOPLAST INTERLAYE 090 SENTRY GLASS IONOPLAST INTERLAYER 1/8' ANNEALED3/16° 1/8' ANNEALED HEAT STRENGTH 3116' HEAT STRENGTH B6)PURFECT GLAZE °H°a SIKAFLEX 552 PURFECT GLAZE °h SIKAFLEX 552 8 PURFECT GLAZE "H° SIKAFLEX 552 6 PURFECT GLAZE °H° SIKAFLEX 552 1!2' GLASS BITE 13 ❑ 112" GLASS BITE ❑ 112° GLASS BITE rr 11 ❑ /2' GLASS BITE GLASS TYPE A FULL SIZE GLASS TYPE B FULL SIZE GLASS TYPE C FULL SIZE z7- PROPWETARYAND CONFIDENTIAL 12J14111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHMITED. FL P.E. 58201 GLASS TYPE D FULL SIZE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: GLAZING DETAIL - LARGE MISSILE IMPACT FIXED LITE L-.._ -- 1:1 _._..._..CWS - EV. LEITER: B SHEET: 5 OF 9 • • ••• . . . ••. .• .• • . . .. •• . • • • . . . • . . . . . •.. • • • . •.. . ... • • • ..• .. . .... .. . • • . . . • . • • • .• • • • • • • . • . • 6 8 •• • • • •• ••• •• 6 11 • • • • • • • • • 9 8 • ••• • • • • •• • • • • • • • • • 10 1 9 10 7 11 8 7 3 SECTION B -S 4 EXTERIOR EXTERIOR 8 5 2 7 SECTION VIEW C -C ALT FIN FRAME Ell UPDATED PER 2010 FBC 1216/2011 6 LUCAS A. TURN R FL P.E. 58201 A I UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 SECTION VIEW A -A r.�P�A , ..... .NF�Qq;� 'v wwnows & nooRs : No 58241 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: SECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT % L- �9O STATE OF ..14 SERIES: RA Y: PROPRIETARYAND SOLE �ATE: er,8300 ADE 5/05/2007, L,p• oANE�PoOF CUSTOM MODEL: NO.: wNINFORMATION ANYRREPRODUCTION A PROPERTY PVC FIXED LITE 1:CWS-159 I- EV LETTER. B 6 .&m# Part # Description Vendor Material 1 H -6006B Fr., PW, Main, Head Mikron PVC 2 H -6006B Fr., PW, Main, Sill Mikron PVC 3 H -6006B Fr., PW, Main, L. Jb. Milcron PVC 4 H -6006B Fr., PW, Main, R Jb. Micron PVC 5 H -6006A Fr. Main, PVC, Fin Mia'on PVC 6 P-3113 Screw Support for PVC Team Plastic Rubber 7 P-3352 Set. BIL, 85 Dur., 1/8" x5/8" x2" Lg. Frank Lowe Rubber . ... Purfect (lazr "", S�lcaFlex 552 H Henkel / Silca, Silicone P-3752 Ca Plu , 1/2" Hole M&M N lon m10 S-6064 Cbz, Bd., Fxd. V O.A. LG) Mikron PVC GLASS See Sheet 4 10 1/4° PVC GLA7EBEAD-6064 Mw PROPRIETARY AND CONFIDENTIAL 12!14/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • ••• • 3i/6' • ••• .. . .... .. . 21118^ 3 4 . . . . .. ... .. . .•. . . • . .• . • • i P%: F •RAGA. RANCIE - H 6006 B. •• • • • • • %. •• LUCAS A PVC FRAME FIN - H 6006A 8 Q SCREW SUPPORT -P-3113 FL 'psyQRE14� UPDATED ♦ CORNER WELD (ALL SIDES) No 58201 t; A 1800 SW 44TH AVE. * * OCALA, FLORIDA 34474 TITLE: 01. STATE OF .' EXTRUSIONS & B.O.M. - LARGE MISSILE IMPACT C � 'tySERIES: 5/05/2007 ���F' °l O R 1OP':��.. 8300 ADE ♦ ODEL: CALE: G . NO.: ; PVC FIXED LITE EV. LETTER. i.B CWS -159 7OF0 2.713° MIN. EDGE DIST [C] CONCRETE/ MASONRY BY OTHERS EXTERIOR FINISH— BY OTHERS PERIMETER SEALANT BYINSTALLER SEALANT BEHIND— FLANGE BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS . ; p • p 11/4' MIN. EMBEDMENT IC1 . s.s 1 BY WOOD BUCK BY OTHERS [A] 1/4' MAX SHIM [e] INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR W/ WASHER THRU SCREW SUPPORT IC] CONCRETEIMASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS • 0 INSTALLATION ANCHOR, 3/18° DIA. � A MASONRY ANCHOR W/ WASHER GROUT BY OTHERS 1BY WOOD BUCK BY OTHERS [A] 1/4' MAX SHIM [el INSTALLATION ANCHOR, THRU SCREW SUPPORT INSTALLATION ANCHOR, FLANGE BY (C] SEALANT BEHIND 3116° DIA. MASONRY ANCHOR INSTALLER w/ WASHER THRU SCREW SUPPORT FLANGE BY se's [C1 INSTALLER SUPPORT [C] PERIMETER SEALANT 2 -to MIN. EDGE DIS r. [D] ' A.4. 1/4° MAX SHIM CM) PERIMETER SEALANT 1/4' MAX SHIM D.°•O. 'DD°•o o•a [e] r.' S r 1 1 1 1/4• MIN EMBEDMENT BY OTHERS Fl A• ��s : ' ` SILL STOOL PERIMETER SEALANT EXTERIOR FINISH BY OTHERS USE SOLID WOOD BYINSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS SEALANT BEHIND INSTALLATION ANCHOR, INSTALLATION ANCHOR, FLANGE BY 3/16' DIA. MASONRY ANCHOR SEALANT BEHIND 3116° DIA. MASONRY ANCHOR INSTALLER w/ WASHER THRU SCREW SUPPORT FLANGE BY W/ WASHER THRU SCREW [C1 INSTALLER SUPPORT [C] PERIMETER SEALANT BYINSTALLER 1/4° MAX SHIM CM) PERIMETER SEALANT 1/4' MAX SHIM D.°•O. 'DD°•o o•a [e] EXTERIOR FINISH EXTERIOR FINISH •° D• 6 D• D 6 D BY OTHERS A• ��s : ' ` SILL STOOL t:• • • o • . • o .s•s. ' o; •• i.ps �' ;o o: •o•p •• BY OTHERS USE SOLID WOOD o D o• o o n o•R•oP: • p • 'n 'p SUPPORT TO MAKE SILL LEVEL BY OTHERS s . s • p• O• 0i• s• P••• • p: O• O• •O ••� •p s �o�s O poi O••Oi •• D - - • o wo� o D D eD sD B HORIZONTAL SECTION e FRAME (MASONRY) 131W MIN EMBEDMENT pi 114' MAX SHIM--�, ' ► • 2 BY WOOD BUCK `9] BY OTHERS [A] A ► A ► Yr MIN. EDGE DIST. [Dl • ► ► INSTALLATION ANCHOR, 0 is 010 WOOD SCREW w/WASHER 31" • ► • ► THRU SCREW SUPPORT A A 2 2 BY WOOD BUCK • ► ' ► BY OTHERS [A) SEALANT BETWEEN BUCK .LE AND OPENING BY OTHERS PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BY OTHERS %C, HORIZONTAL SECTION 6 FRAME (WOOD) lOTE: HEAD AND J B IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW. 12! CONCRETEIMASONRYJ `- MIN. EDGE DIST. (TYP) BY OTHERS �) D ALTERNATE PRECAST SILL DETAIL e FRAME (MASONRY) 1 1/4' MIN. EMBEDMENT CONCRETEIMASONRY [C] BY OTHERS 2. MIN. EDGE DIST. FRAME(MASONRY) (MASONRY) [C] PROPRIETARYAND CONFlDENTYLL 12/I4/1I THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 283, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 INSTALLATION ANCHOR, 3/16' DIA. MASONRY ANCHOR SEALANT BEHIND w/ WASHER THRU SCREW SUPPORT FLANGE BY [C1 INSTALLER 1/4° MAX SHIM CM) PERIMETER SEALANT BYINSTALLER D.°•O. 'DD°•o o•a EXTERIOR FINISH •° D• 6 D• D 6 D BY OTHERS D ° o D o• o o o•° P o• e D 1 1/4, MIN. EMBEDMENT (TYP) . D - - • o wo� o D D eD sD 12! CONCRETEIMASONRYJ `- MIN. EDGE DIST. (TYP) BY OTHERS �) D ALTERNATE PRECAST SILL DETAIL e FRAME (MASONRY) 1 1/4' MIN. EMBEDMENT CONCRETEIMASONRY [C] BY OTHERS 2. MIN. EDGE DIST. FRAME(MASONRY) (MASONRY) [C] PROPRIETARYAND CONFlDENTYLL 12/I4/1I THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 283, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 Florida Building Code Online 7/17/14,4:04 PM R:. 2. ,j,da Dewfimeant-� BCIS Home 1 Log In p User Registration Hot Topics ! Submit Surcharge F Stals & Fads Publications F FBC Staff t BCIS Site Map p Links ! Search in t Busines '- Profess�C�i al � �uctApprova' USER: Public User Regulr� N�Ih�„ - Product Approval Menu > Product or Application Search > lic tion is > Application Detail FL * Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 FL6890-R4 Revision 2010 Approved Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 hcomell@cws.cc Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 221 jthompson@cws.cc Windows •o*• Casement • • • • 9999 9999•• Evaluation Report from a Florida Registell ad•9rchitectaaa Jensed FIi 6144 • Professional Engineer 060:96 • . . V Evaluation Report - Hardcopy Received. *000* ; •' 0 9999 •••• •999• 9999.• Lucas A. Tomer • •• 999• 9•• . , 00 •• . • � ••0• 900.00 • PE -58201 • 0*:*: • • 0 • • Keystone Certifications, Inc. ' • • • • • • • • • •99••• 07/21/2020 • • • • Steven M. Urich, PE • • 0 ; • o •9.99• • • • Validation Checklist - Hardcopy Received FL6890 R4 COI EvalRep CWS -1618 (CA -8400. IMPACT).odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM F 13nn-n4 2nn4 http://floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDqu4Bg7NfWG9nY8CIMsOVDVxW93azRoSUA%3d Page 1 of 3 Florida Building Code Online ASTM E1886-02 ASTM E1996-02 PA/TAS 201/202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/12/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Summary of Products r 7/17/14, 4:04 PM 2002 2002 1994 FL # Model, Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. I Limits of Use Approved for use In HVHZ: Yes Installation Instructions FL6890 R4 II CWS -161B (CA -8400. 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: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 R4 AE DuPont PVB NOA 11-0624 01.Ddf psf, Max. size 37" x 72". FL6890 R4 AE Eva1ReD CWS -161B (CA -8400. IMPACT).Ddf FL6890 R4 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 6890.2 8400 Vinyl Casement Impact CA -8400 Vinyl Fig/Fln Casement. Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL6890 R4 II CWS -240A (CA -8400, 40 x 63, IMPACT).odf Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: Large Missile, 40" x 63", DP = +/- 75 psf, (Impact w/ FL6890 R4 AE DuPont PVB NOA 11-0624 01.Ddf heat strengthened glass, PVB). FL6890 R4 AE EvalRen CWS -240A (CA-SM"ft x 63, IMPACT).pdf a • 0000 00060 FL6890 R4 AE Mikron NCT461-0:30 09, df 0 00 Created by Independent Tti".P@ley: Yes• 0. %: 0096: ••010• • • • 0000•• 0000 0000 • • Back Next • • • • 0000 0000 0000• 0000•• • •• 0000• •• 0000•• Contact Us :: 1940 North Monroe Street. Tallahassee •• 000• FL 32399 Phone: 850-467-1824 • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A Ibillty �atement�: Refscr�d Stateme. • • • • 0•• Under Florida law, ema0 addresses are public records. If you do not want your e-mail address released in response to • publigernrds regl��000t, do not send *ctronic 0 mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please cdntade851P467.1395. *Pursuant to Seo0100 • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dftlrtrnelt witha ElnaRAleress if thly have • one. The emalls provided may be used for official communication with the ifcensee. However email addresses are public record. If you do;W& t: 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 dfdc here_ Product Approval Accepts: LIJ Cre' I C r ' �FE http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxW93azRoSUA%3d Page 2 of 3 Lucas A. Turner, P.E., MBA Evaluation Report 161B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72" unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass Manufacturer: Custom Window Systems, Inc. 1900 SW 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 High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Reports NCTL-210-3673-1, -lA, -2,-2A, and NCTL-210-3674-1, -IA, -2,-2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 3) Supplemental Calculations to support CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -161B. Limitations of Use: This product: • May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp.) outboard, -air-1/8HS-090PVB-1/8HS laminated inboard glass • May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann. or Temp.) outboard, -air-1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G. to he fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS -161B • Achieves design pressures of +/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09• '0000' Certification of Independence: I do not have, nor do I intend to acquire, nor will I 9144m, a finahtiol• interest in Custom Window Systems or in any company manufacturing or distributing Products for wli'ich this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire,' inti �est in any other entity involved in the testing or approval process of this product. . 0000 . 0000• d,m7m A 70"Mt PE 2011-12-07 15:1046:00 Lucas A. Turner, P.E STATE OFdo OR . FL PE #58201 0000.. 0 0000•• .0000• •..•. 0000. • •000.• •••000 •0000• 0000.. 0 RE i �. ♦fir �� � .F sr.s4rgi• � •• • • ••• No 50201 .. 7 :, ;" �: Lucas A. Turner, P.E STATE OFdo OR . FL PE #58201 0000.. 0 0000•• .0000• •..•. 0000. • •000.• •••000 •0000• CASEMENT ELEVATION (LARGE MISSILE IMPACT) (SHOWN W/ DIFFERENT OPTIONS) - 381/4° - MAX OVERALL FLANGE WIDTH — 3T — UNIT W IDTH 35° MAX BASH WIDTH 8 If 7 7MAX DLO MAX ♦ SASHHEIGHT i 301/Y GLASS DLO LEFT HINGED - SHOWN RIGHT HINGED - OPPOSITE L GENERAL NOTES & ELEVATIONS ........................1 ANCHOR SCHEDULE & NOTES .............................2 GLAZING DETAILS.................................................3 SECTION VIEW & ALT. FRAME ..............................4 EXTRUSIONS & B.O.M...........................................5 INSTALLATION DETAILS......................................8-7 38114° MAX OVERALL FLANGE WIDTH 37, MAX STWIDTH ASH IDTHH i I / BMS I i SASH HEIGHT , 3012 GLASS DLO RIGHT HINGED - SHOWN ----'aEFT HINGED - OPPOSITE • ... • ... .. .. . . .. .. . . . . . • • . . . . • • ••• • PVC IMPACT REQUIREMENT: 1. THE PINODU"SHOWN HEREIN 16 DESIGNBPANIJ V4NUFACTURED TO COMPLY WITH THE FLPRI$A S jIBDII �G OV DLI, C! RFQEN: EEN SON. i • 2. GLAj4DQ'AI=S: (SEC S*ET 9)i i • i 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. 4. DESIGN PRESSURE RATINGS. -NEGATIW&DE9WGhbLOADS SM91) 001 WTED"ESSURE AND GLASS TABLES ASTM LIL1300 • • • •• • • • • PRESSU �iPZi %A4M ET1P3� SURE, WATER INFILTRATION TEST 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES AND VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210-3873.1, 1A, 2,2A, NCTL-210.3874-1, 1 A, 2,2A 9. SERIES/MODEL DESIGNATION CA -8400. 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. DLO 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X - OPERABLE SASH 4Fs-�cY,-b•-r-.-1&-0- & WRMWS&DOORS -wNo 58201 : �A : 1900 SW 44TH AVE. ! t * OCALA, FLORIDA 34474 .Y TITLE. GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPAC' STATE QFc SERIES: WN BY: 12/07/11 �"iO+l� :. P,.' .���� 8400 ADE 515/2007 THE INFORMATION CONTAINED IN THIS WINDOW I � MMSoINOFAN�Y PRODUCTIONINPAniePROPRIE'rARYANDCONFIDOR� PROPERTYWHOLE ,,����'S,S9/0 A .�p��•• L CASEMENT NTS fNo.:CWS-18 B 1OF7 • . .•. s° MAX 121/2° f • (fYP) MAXP)o.c. .. .. SEE NOTE 2 . . A .. g•Y nye) . 8" cr� 1'j0�`, I MAX O.C. f ♦ 1 / g• 1 . 14 � 1 I ••. •• B % B `` . l I 1 f � 1 % INSTALLATION ... . . ANCHORS TYP. . A ANCHOR LAYOUT - (FLANGE) THRU FRAME(WOOD OR MASONRY OPENING) NOTES: FOR UNITS UP TO 37' x 77 • . .•. . • . ... .. .. . . . .. .. . . . . . . . . . ••. •• . . . ... . . . . ... 4' MAX e" SEE NOTE 6 +ryp)TO.C. • ••• • • • ••• 4° MAX (TYP) • • • • j MA>t R.C. SEE NOTE 8 MAX 121/2" j� • • s • • (7QrP)• gyp) O.C. SEE NOTE 2 ( 1 • s • • • ♦ 4- MAX (IYP) (TYP) B° • •• ° ♦ MAX O.C. 1 ♦ • i • i i eii i(TYP0.9c. • • O.C. ) / • • • • 4(TYP)• Ci 0 • • • • K % % 1 INSTALLATION f \ ♦ ANCHORS TYP. C mz C INSTALLATION ANCHORS TYP. ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FIN) THRU FRAME(WOOD OR MASONRY OPENING) THRU NAILING FIN (WOOD OPENING) THRU NAILING FW (WOOD OPENING) FOR UNITS UP TO 37' x 83' FOR UNITS UP TO 37• x 72" FOR UNITS UP TO 37'x83' ONE7UVCF(OR ONTO�ATION: S OR SPACING 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 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. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" 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 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. B UPDATED PER 2010 FBC 12/5/2011 DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A TURNER, FL P.E. 58201 A JUPDATE TO FBC CHANGES 03/17/2008 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL �10u3nq�� NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ��p-%PNOREdy T i♦�� 8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: j, - .-'%o 9 °S(`'S��ji A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) + J t F B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSL : -4 No 58201 %13% : 1900 SW 44TH AVE. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). Cir J. * * OCALA, FLORIDA 34474 :9 ro : : CC TITLE ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE z ; STATE OF . �- SERIES: VOF INSTALLATION SHALL BE ERSION OF THE REFERENCE DOCUMENTS NE BY RS FOLLOWING THE CURRENT PROPRIETARYAND THE INFORMATION CONTAINED DRAWING ISTHELE PROPERTY OF07STOM ,','i4�FSA' (: ® P Q\r' SEL: �� cALE BY �E wG. No.: 5/5/2007 FMAIAAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE ��ii�S/ONA4EN��* CASEMENT LETTER.�S HEET: CWS 161 FMAIWDMA 250(BOX WINDOWS), FMA/AAMAIWOMA 300(EXTERIOR DOORS). WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. Ni��n+.yI:V.B 2 OF 7 71W OVERALL 1/8' ANNEALED GLASS 7116" AIRSPACE 6116" LAMINATED GLASS 11W ANNEALED GLASS .080 DUPONT PVB INTERLAYER 1/8" ANNEALED GLASS PURFECT GLAZE "H" SIKAFLEX 552 1/2' GLASS SITE 7/8' OVERALL 1/8' TEMPERED 7/18" AIRSPACE 6/1 S' LAMINATED GLASS 1/8' ANNEALED .080 DUPONT PVB INTERLAYER 1/8" ANNEALED 3 PURFECT GLAZE "H" SIKAFLEX 552 OVERALL 'HEATSTRENGTHENED 3" AIRSPACE 3" LAMINATED GLASS 'HEATSTRENGTHENED DUPONT PVB INTERLAYER 'HEATSTRENGTHENED PURFECT GLAZE"H' SIKAFLEX 552 1/2" GLASS SITE U WINDOW MAX I GLASS GLASS TYPE B SIZE D.P. TYPE kF o FULL SIZE 37 x 63 +/-67.51 A -A-1337 x 72 +/7:5 D z� PROPRD:TARYAND CONFIDENTIAL 12/O7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION M PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • . . • - --- - - . • ••• • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • 1900 SW 44TH AVE. OCALA, FLORIDA 34474 • 7/8" OVERALL • 1/8" TEMPERED GLASS 7/16' AIRSPACE • 6/18" LAMINATED GLASS 118" HEAT STRENGTHENED .080 DUPONT PVB INTERLAYER ©1/8" HEAT STRENGTHENED PURFECTG/ SIKAFLEX 652 eH. GLASS TYPE D FULL SIZE 1/2' GLASS SITE 77LE: GLAZING - LARGE MISSILE IMPACT 8400 RAWN ' ADE AODEL: CASEMENT CALE: 1:1 ��P7 EV. R' B . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ••• ••• ••• ••• ••• 48 . ....... 1 ,.��db,.b • • • • • • •r- ei` -�—^"AICs • • • • • • .... go • • • • • •• 1 48 1 8 ••• ••• ••• ••• ••• 48 49 41 18 1 ,.��db,.b • • • • • • •r- ei` -�—^"AICs • • • • • • 51 • ••• • • • • •• � • lJ 8 • • • • • •• • 4 • 18 3 52 s EXTERIOR s1 18 4 g 51 31 1 9 3 1 4 SECTION VIEW B -B EXTERIOR -INTERIOR a 5 10 5 13 / 51 7 I 2 46 39 SECTION VIEW C -C ALT FIN FRAME SECTION VIEW A -A B UPDATED PER 2010 FBC 12/5/2011 LUCAS A. TURNER FL P.E. 5s2o1 A UPDATE TO FBC CHANGES 03/17/2008 OTE:`P.4OiREW EM t to / 4, 8 97,19,20,25,27,32,34,37,38 ' V�4'"y�CEWS�;y v 2,44,45,50 ARE USED BUT NO J No 58201 .'A : 1900 SW 44TH AVE. HOWN FOR CLARITY. *: �,p OCALA, FLORIDA 34474 * TITLE: SECTION VIEWS &ALT. FRAME -LARGE MISSILE IMPAC 12/07/11 STATE OF . �� rGT'• P,•� Q��' SERIes: 8400 BY: ADE 5/5/2007 THE INFORMATION CONTAINED w�iSS DYRAAWINa �E STOLE PROPERTY OF CUSTOM ,R rr'iFS' 4:� R� ;;.•`���DEL: CASEMENT E' ��//S�d�'A;;+��` NTS N# WG' NOi CWS -161 WRITTENWINDOW SYSTEMS, INC. PERMISSION OF ANYREPRODUCTION INDOW SYSPART TEMS,OINC�I3 PROHIBREA WHOLE �OUi THE ER: B 4OF7 Ham# art III Description Vendor Material 1 H-80308 FR, CASE, MAIN, HEAD M00tON PVC 2 H•60308 FR, CASE, MAIN. SILL MORON PVC 3 H-60MB FR, CASE, MAIN, JB., RIGHT mi(RON PVC 4 H-80308 FR, CASE, MAIN, JB., LEFT MORON Pvc 5 H 4030A FR, CASE. W/ FIN MIORDN PVC 6 H4WM SASH, CASE, TOP RAL NB020N Pvc 7 H•8008 SASH, CASE., BOT. RAL M1 om PJC 8 H-6008 SASH, CASE, SIDE RAL, HINGE MORON PVC 9 H -MM SASH, CASE, SIDERAL, LOOK M KRON PVC 10 1H1592 SCREEN PAL, SEEM KEYINIRK ALUM 11 K1693 SCRIEEN PAL, TOPISI E KEYMARK ALUM 12 LASS SEESHS-73 13 83026 SET. BLK, 85 GUAR, V8° X 718- X 7 LCR. FRANK LOWE RUBBER 14 83029 I SOiEM LIFT—OUT Sl9Mfn8T 16 83113 SCREW SUPPORT FOR PJC TEAM PLASTICS RUBBER 18 FL3195 S(7MSPRING, NO HOLE TENSION 17 FL3197 SCREEN OONERKEY main NYLON 18 83217 WSTP., WHITE LEAF SEAL, FRAME AMESBURY RUBBER 19 FL3718 StetIEEN SPLINE, .165 CIA, SIX DAPA 2D FL3281 SPAaRDU kSEAL,SE3SHEET3 OURASEAL TRISFAL 21 FL3342 SEAM SEALER, SNI -5504 SCHNEE SLKXM 22 83428 WSTP., ,270 X.197 BACK U1 -TPA FIN, BLACK SASH LLTRAFAB 23 Fl1RFEGT GIAZE °H° , SKAFLD( 562 H ENKEL, SKA 24 FL3639 08 X 3/4° QUAD PH TEK, ZM, SCREW 25 FL3581 SCREEN CLOTH, 18 X 16 FBERGLASS PHFER 26 FL3587 #8 X T PH FH TLE( 2, SS, SOR13M FASTl3NAL SS 27 P-3613 CWS LEL. (LOGO) 28 83685 CB -8400 GOLD CERT. LABB., NFRC TAB 29 83752 CAP PLLA 117 HOLE M&M NYLON 30 HL3881 TEMPORARY LEIL. (NFRVDM 31 83940 SNUBBER SS, PJC 32 P4003 TE BAR GUM ROTO. FINVE ROTO 58 33 F-3004 85-32 X 112° PH PH, NO. SS (ROTO H DDE LCX FASTB44L SS 34 P4005 SUPPORT RATE, LOCK, SS, ROTO HDWE (Use w/ P-4008) ROTO SS 35 P4008 LOCK MLLT4P INT ROTO H DWE, WHITE ROTO SS 36 P4W7 ROTO.OPERATOR4 FOR LEFT/tBGHT OPEN CASBUEND) ROTO SS 37 84009 TRACK & SLlE2ASSM, ROTO OPER., ROTO H®NE, (13°) ROTO SS 38 P-4010 STUD BRICT.,ROTO OPEi,LR, ROTOHDWE ROTA SS 39 P-4012 SPIAL ROTO OPERATOR ROTO WANE (4 SIM) ROTO NYLON 40 P4014 HANDLE, STD, ROTO OPER, ROOD H OWE (WH M ROTO ZINC 41 P4018 HINGES (Lff11RIGHTFOR LEFT ORRIGHT OPEN CASI3"n ROTO SS 42 84020 SUPPORT WASHER. ROTO OPER ROTO HI1 (SS) ROTO SS 43 P4021 118-32 x 314° Quad PH W/ 1/16' Lead, MS, SS, ROTO OP., ROTO HOWE FASTS NAL SS 44 P4024 GASKET, ROTO OPER, ROTO HIRME,1118° HOP 45 P -4031-P-4040 TSBARS, ROTO KWE 1.5 LOCMVM'S, SS (SY OA FIGT.) ROTO SS 46 P4050 RSP. ODL-ALLAvINIdd, 6=-H32 (.050 X.437), HD PREMbPI STEEL ALUM 47 84(143 STRIKE, NILT60INT M&M NYLON 48 FL4146 iib x 314° PH -FLAT TKSS FAS184AL SS 49 84491 IREINF. ODL-ALLIdNLM 5052-H32 (.062 X.668), HD PREC93ION STEEL ALLIM 60 I 84841 p8 x 8/8° PH FLAT TEC, N7 HEAD, SS FASTENAL SS bt 5.1505 REINF. CASE SASH KEYMLAW ALUM 52 S•W84 GLZ.BD.,7/8° MKRCN Pvc 3 PVC FLANGE H - 6030B 211/37 D 2 1/4° 6 7 8 9 PVC SASH, CASE. H-6006 17/32° 10 � 2° SCREEN RAIL, SIDE/BTM, H-1592 ALUMINUM 6063-T6 1 9' 205 SCREW SUPPORT - P-3113 4 9 ZZ PVC FR CASE., MAIN (FIN) H -6030A PRDPRIETARYAND COWIDENn4L 12J07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 7/18° FRA • —ij • • • • COIL, .05 X.437, P-4050 ALUMINUM 5052-1-132 ae SASE COIL, .062 X.656, P-4491 ALUMINUM 5052-1-132 17/32° 11 1 9/37 SCREEN RAIL, TOP/SIDE, H-1593 ALUMINUM 6063-T6 7/32° 27132° — i PVC GLAZING BEAD - 6064 FL P.E. 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WELD (ALL SIDES) WELD (ALL SIDES) 314° 51 11/18" SASH REINF. S-1505 ALUMINUM 6063-T6 rrrLE: EXTRUSIONS & B.O.M. - LARGE MISSLE IMPACT 8400 RAWN ` ADE5/5/2007 40DEL: CASEMENTTEV. E: 1.2 WG. NO.: CWS -161 LETTER: B HE : 5 OF 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... . ... . . . ... 1 BY WOOD BUCK • ° ° ° • ° • • • • BY OTHERS [A] • • • • • • • • • • • • 1 3/8• MIN. EMBEDMENT INSTALLATION ANCHOR 1/4' MAX SHIM • • • • • •1/4° MAX$HIM ° • : • • • [DI 3(16' DW. MASONRY SCREW. W/ WASHER THRU SCREW C A [g] [e] 0' 2 BY WOOD BUCK CONCRETE/MASONRY SUPPORT [C] 4 I F BY OTHERS [A] BY OTHERS • A . ' • • • • • ' ► I111 MIN. EDGE DIST. Z-10 MIN. EDGE DIST. SEALANT BETWEEN BUCK ° • � � � � P] [C] AND OPENING BY OTHERS 4 D • • • • • • INSTALLATION ANCHOR, ' A' 4 ° ° • • • • • e' #10 WOOD SCREW W/ 2 -=MIN. EDGE DIST. SUPPORTSCREW T PI U 11/4° MIN. EMBEDMENT e ; �' O O .o : n : [C] ' A' A C SEALANT BETWEEN BUCK [ I• o . • o . • ' � ' ' ► ' AND OPENING BY OTHERS o. o. • O. 4 4.. :Nd:gi� 0 y 1 BY WOOD BUCK '•;+b •• ° :. v SEALANT BEHIND BYO ERS ERIOR FINISH - BY OTHERS [A] 1 1/4• MIN. EMBEDMENT PERIMETER SEALANT FLANGEBY INSTALLER ` ° •� gY p�.{� SONRY [C] BYINSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH PERIMETER SEALANT EXTERIOR FINISH BY OTHERS BYINSTALLER 1/4' MAX SHIM @1 g HORIZONTAL SECTION BY OTHERS C HORIZONTAL SECTION B SEALANT BEHIND FRAME(MASONRY) 6 FRAME (WOOD) FLANGE BY INSTALLER INSTALLATION ANCHOR OTE: HEAD AND JAMB 3/16' DIA. MASONRY SCREW IMILAR FOR 2BY INSTALLATION. W/ WASHER THRU SCREW INSTALLATION ANCHOR, 3/16° DIA ILL INSTALLATION SAME AS r1 SUPPORT [C] BACKEND WASHER THRU SCREWE HOW N BELOW SEALANT BEHIND--� FLANGE BY INSTALLER PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH-, BY OTHERS o. o . �'P . e • 10 .> � A 00 q•O•••••• O• •O�0 O O p.•O�O. O•••e••� � •O ��_� �0 ..� �O�e O• •Oi CONCRETE/MASONRY BY OTHERS DIA. SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4' MAX SHIM [e] SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL 0 0 0 •o BY OTHERS O• O• • ' • 1114 MIN. EMBEDMENT [C) --2-UZ MIN. EDGE DIST. [C] SUPPORT [C] SEALANT BEHIND SEALANT UNDER SCREW FLANGE BY INSTALLER HEAD BY INSTALLER PERIMETER SEALANT 1/4' MAX SHIM BYINSTALLER [B] EXTERIOR FINISH BY OTHERS v �: D°• o' °. o• D 6 D•� D.� D o p . ° • ° o ` ° ° ` . o • e D, °. e p1 1/4' MIN. EMBEDMENT D.° 9, •° D. g D D D D D p 0 [C] p°� oD.g•OD• D.>° D. •o.e •°•o D •D°•oD ° Dp•OD •►D CONCRETE/MASONRY-2] MIN. EDGE DIST. BY OTHERS BY �p1 ALTERNATE PRECAST SILL DETAIL B UPDATE[ 8 FRAME (MASONRY) LUCAS A. TURNER. FL P.E. 58201 1 A UPDATE' A VERTICAL SECTION 8 FRAME (MASONRY) PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B) SEE NOTE 283, SHT 2 [C) SEE NOTE 4, SHT 2 SEE NOTE 5, SHT 2 [[E)) SEE NOTE S, SHT 2 7/22/2014 Jeff Thompson Florida Building Code Online Address/Phone/Emall AN y' '� °'� aw rf dtl �Iuli„ yyv�tdw+ P f`� 4 r1Y yN`t Ocala, FL 34474 I�ttl"f'^+Nky (352)_368S.922 Ext 221 ithompson@cws.cc -- — Category Windows ondaa Dmampnt,3,1 BCTS Home Log In I User Registration I Hot Topic I Submit Surcharge I Stats & Fads I Publications I FK Staff If SCIS Site Map I Links I Search Business'�� Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Professibnal Product Approval Evaluation Report - Hardcopy Received USER: Public user Regulation R>1R� i� YYY Pmduc[ Anoroval Menu > Product or Application Search > ApAg ition I ist > AppScathm In U •••••• • the Evaluation Report B B R FL7067-114 Florida License •••••• PE -58201 • •• •• Application Type Revision Keystone Certifications, Inc. • • • : • • • •: Code Version 2010 • 0 • • • • • Validated By Application Status Approved ••••• • Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 hcornell@cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352)_368S.922 Ext 221 ithompson@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 • • Lucas A. Turner • • • •••• •••••• • the Evaluation Report • • • • • • ; • Florida License •••••• PE -58201 • •• •• •••••• Quality Assurance Entity Keystone Certifications, Inc. • • • : • • • •: Quality Assurance Contract Expiration Date 07/21/2020 0000 • • • • • • 0 • • • • • Validated By • Steven M. Urich, PE •••• ••••• • 000000 • • • • • • • V Validation Checklist - Hardcopy RVVIV14 • • • • • • • • • • • • Certificate of Independence FL7067 R4 COI EvaiReo CWS -157B NOS-8200PIMPLU 3df• ••••:• Referenced Standard and Year (of Standard) Sbu2dard • • • • • Yoe& • AAMA/WDMA/CSA/101/I.S.2/A440-05 • �• • 2005 ASTM E 1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards http:!/floridabuilding.org/pr/pr_app ddaspx7paranr-=wGEVXQwtDgvn*N ZSg39JzuQ3rGVaEgKIor3uNgdsGw%3d 13 7/22/2014 Florida Building Cade Online Certifled 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 12/22/2011 Date Approved 01/31/2012 Summary of Products FL # I Model, Number or Name Description 7067.1 1 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 1 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 1 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. 7067.4I HS -8200 Vinyl Horizontal Slider Impact 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. HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Installatlon Instructions FL7067 R4 II CWS -1578 (HS -8200 IMPACT),pdf 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 EvalReD CWS -157B (HS -8200 IMPACT).Ddf FL7067 R4 AE Mikron NOA 11-0830 09.Ddf Created by Independent Third Party: Yes HS -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63", XOX. Installation Instructions FL7067 R4 II CWS -232B (HS -8200. XOX. IMPACT).pdf 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.Ddf FL7067 R4 AE EvaIReD CWS -2328 (HS -8200. XOX. IMPACT)pdf FL7067 R4 AE Mikron NOA 11-0830 09.)d 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 (HS -8200. 73x62. 75DP, IMPACT).pdf 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 EvaIReD CWS -399A (HS-8ZQ1T 95,62. 75DP. IMPACT).pdf • • 4444 ••• FL7067 R4 AE Mikron NOA.U!'0820 09.Dd� • Created by Independent Tflift Pyr: Yes • _ _ • _ • _ _ •• • HS -8200 Vinyl Horizontal Sider Impact w/ Alum. MR. : • • M •: 4444 4666 • I • Installation Instructlons • , i • • FL7067 R4 II CWS -1866 "?.9ft, 72x6.6. Il1j'P21G7).pdf Verified By: Lucas A. Turrlhf 5!!201 *000 • • • • • Created by Independent Tot" Party: Yes • • Evaluation Reports i • • • • • • i • FL7067 R4 AE DuPont PVB NOA 11-0624.Ode a FL7067 R4 AE EvaIReD C IS -1.8% (HS -8200. 72x63. �•• •� IMPACT).Ddf •• • • ••• • • FL7067 R4 AE Mikron NOA 11-0830 09.odf•� Created by Independent Third Party: Yes Sack Ei httpJ/fdoridabuilding.org/pr/pr_app dUaspx?param=wGEVXQwtDgvmjvMZSg39dzuQ3rGVaEgKIor3uNgdsGw%3d 2/3 7/22/2014 Florida Building Code Online The State of Florida Is an AA/EEO employer. CGAYtiDht 7M7-7013 State of Florida, :: PdvavA Statement :: Accessiblift Statement :: Refund Statement Under Florida law, email addresses ane public nerds. If you do not want your e-mail address released in response to a public -nerds 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 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. N 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 didc herE`. Product Approval Accepts: Ej NOW ER El Gre it r rri- 5 FEl 0000•••• • • • 0000•••• • •ease: 00••00 • sae•• ••see• • • • ••a••• httpJ/floridabuilding.org/pr/pr_app dtlaspx?paranr-=wGEVXQwtDgvmjvMZSg39dzuQ3rGVaEgKIor3uNgdsGw%3d 3/3 00 • • a • • ••00•00••06 •• of • •••0000• • 0000 •••• • • • • ••a• 0000 00 • • • • • 0000 0000 •a•• •00•••• • • • • • •00••00• Of • • ••• • • • 09 0000•••• • • • 0000•••• • •ease: 00••00 • sae•• ••see• • • • ••a••• httpJ/floridabuilding.org/pr/pr_app dtlaspx?paranr-=wGEVXQwtDgvmjvMZSg39dzuQ3rGVaEgKIor3uNgdsGw%3d 3/3 Lucas A. Turner, P.E., MBA Evaluation Report 232B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 111" x 63" unit size XOX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 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 High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report NCTL-210-3459-1, -IA, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -232B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units must be installed according to approval document CWS -232B. Limitations of Use: This product: • May be used in XOX configuration in sizes up to 111" x 63" unit size, with max. glass daylight sizes as shown in CWS -232B • Achieves design pressures of +/-60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -232B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #11-0624.01 in the sash, and using Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -Dade N.O.A. #11-0624.02 in the fixed lite • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Milron rigid PVC frame extrusions per Miami -Dade N.O.A. 11-0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a finapuiah • interest in Custom Window Systems or in any company manufacturing or distributing �rodilgts for vffttt this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire,* financial iaro st: in any other entity involved in the testing or approval process of this product. 090000 • Lucas A. Tumer, P.E. 2011-12-0713:14-05:00 ,01JI6®!1'd1"* REW No 53201OF :jam °3� L STATE OF 4U %0* ID Nj1' /Alf AL��►"�t • 0.:..0 .• 09 0 12/7/11 Lucas A. Turner, P.E. FL PE #58201 v 9 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 112 1/4° MAX OVERALL FLANGE WIDTH 111° MAX UNIT WIDTH A E 6 7 1 I C 841 MAA 1 8 OVE FLA HEI( 83° MAX 1 1 I i UNIT HEIGHT V A O I 59 8118° MAXM SASH I I I 1 HEIGHT GLASS DLO 5 5813/16° GLASS 23 31A'D GLASS DLO DLO 53 3/4" 27! GLASS MAX SASH WIDTH DLO DESIGN PRESSURE RATING +60 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS................1 ANCHOR SCHEDULE AND NOTES...............2 DESIGN PRESSURES & GLAZING................3 SECTIONS & ALT. FRAME .............................4 EXTRUSIONS & BILL OF MATERIALS ........... 5 INSTALLATION DETAILS.............................6-7 .. • ... . ... .. . . .. .. . . . . . ••. . . . . . • . . . ... . . . . ... PVC IMPACT REQUIREMENT: 1. THE PROD T HOVVyyIQ HFjtE ISiDE81G1tlED ANDOAAN(IFACTURED TO COMPLY WITH THE FLO JD $U DI2 SOD , f�1F� WZITZN. • • • • • • • • 4111 • • 2 GLAZING OPTIONS•: (6EE SHEEb3)• • • • • • • 3. CONFIGURATIONS: "X/O/X" 4. DESIGN PRESSLWA RATINGS: • • • • • • • • -NEGATIVE DESIWN 1-*�'' lS RVE! O1, T.*Sf.D PRSIS URE AND GLASS TABLES ASTM E-1300' -POSITIVE DESIGNdOjD,-:5 �Egi'o j qTt PRESSU%kE, WATER INFILTRATION TEST PRESSUREAMD GYAW TABLES ASTW E VS. • • 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6.7 FOR INSTALLATION DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14° 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. RALL THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL VGE OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ?HT 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: NCTL 210-3459-1, 1A, 2,2A 9. SERIES / 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 O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X 1" LOCATED 4" FROM BOTH ENDS z�z_ PROPISETARYAND CO*MENTYLL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 6" MAX. (TYP)— I— r MAX. (TYP) 18" Max. O.C. (TYP) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... ANCHOR LAYOUT - (FLANGE) THRU FRAME(MA90NRY OFENINO) ------------ C ANCHOR LAYOUT - (FIN) THRU NAIUNO FM (WOOD OPENIN0) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 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. SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB 4.3116" DIA. ELCO III BE ACHIEVED INE LTR DIRECT MTI 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 21/2" SHALL FI 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" 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 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. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 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/AAMA 200(FLANGE WINDOWS), FMAJWDMA 250(BOX WINDOWS), FMA(AAMAiWDMA 300(EXTERIOR DOORS). Izol-f_- PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED M 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. UPDATED PER 2010 FBC UPDATED PER NEW FBC REQUIREMENTS ..- WINDOWS &DOORS 10 SW 44TH AVE. ALA, FLORIDA 34474 -' ANCHOR SCHEDULE & NOTES- LARGE Es'820p RAWN . ADE EL. PVC HORIZ. SLIDER CSE' NTS R: B 11/07/2011 01 20F7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1 14° AIRSPACE ' re. sP1l E• • • • • • sa • � Ci • • • • • • • 5118° LAMI. 7118" LAMI. 118' ANNEALED 3/18' ANNEALED .090 DUPONT PVB INTERLAYER . ....... 1/8" ANNEALED 3118' ANNEALED .... .. . .... .. . .. . ...... . .. . . . . . . . . . • 111 718° OVERALL .. • . . .... —7/890�• ••RA11 • • • • • 3118' ANNEALED OR TEMPERED •1/8:4EP:.ECCOR•.%fJPEFp • • 1 14° AIRSPACE ' re. sP1l E• • • • • • sa • � Ci • • • • • • • 5118° LAMI. 7118" LAMI. 118' ANNEALED 3/18' ANNEALED .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER 1/8" ANNEALED 3118' ANNEALED PURFECT GLAZE'H• PURFECT GLAZE"H' SIKAFLEX 552 SIKAFLEX 552 112' GLASS BITE 1/2' GLASS SITE GLASS TYPE B GLASS TYPE A SASH GLASS OEM FULL SIZE B UPDATED PER 2010 FBC 11/07/2011 LUCAS A TURNER, FL P.E. 58201 AlUPDATED PER NEW FBC REQUIREMENTS 07/03/200 ORE�•T ii ,••�i•• " WINDOWS & DOORS : -PS :• No 58201 1900 SW 44TH AVE. SECTION VIEW C -C OCALA, FLORIDA 34474 .yit G �9t E' GLAZING - LARGE MISSILE IMPACT 12/07/11 Z9 : STATE OF .CC'S 4u SERIES: WN B : A 'A�fi••.�` A "% 8200 ADE 01/02/2009 AND CONFIDENTIAL THE INFORMATION CONTAIN CPROPONTAINED INO IS THE SOLE PROPERTY OF CUSTOM `I*lk . s • .•.o• R �'�•.� (.�� �oo L: ALE: 1:1 WG. NO.: PVC HORIZ. SLIDER ���4 CWS -232 WINDOW SYSTEMS,INC. o ANY RREPRORODUCaowsrNSPART O�Ric�is WHOLE WITHOUT r� ��wA � � ��, E : B HEET: 3 OF 7 Description Vendor Materiel 31 1 2 211116" 3 4 3 PVC FRAME FLANGE -6031 1 1/a• /16" 7 16 ALUIJ ROLLER TRACK -1776 Y., SH, w/Fig., PVC, Head Mkron PVC Y., SH, w/Rg., P/C, SAI M1von PVC 'r., SH, w/Fig., PVC, L. Jb. M Xron P/C r., SH, w/Fig., PVC, R. Jb. Mkron PIC Duty Mast. Rag, A, Fxd. Keymark Akan Wm. S.B.RIS.S.R Keymark Alum V"L Rall, PVC MUvon Plc Sash Meet. Pal Keymark Alum 3ottom Rat PVC (S.S.R for HS) Mkron PJC S.B.RJS.S.R, H ortz. Keymark Alum 3loefTopBot Re0 Mkron PVC track PVC Mlknm P/C d., 7/8',Fxd., H ortz.Mlkron P/C d., 7/8',Fxd., Vert. Zona PVC Rail Cover lmkron Istc . . ... . • . ... .. .. . . . .. .. . (zing Bead Keymark Alum x 1 1/4 Ph FH TEK Wht. Fastenral Steel x 1/2° Phil Pan Tek @ Frame Inpact Hook Fastanal Steel b Vinyl w/ Rigid Base, .350 High jAmosbury Vinyl x 318' Screw. Col Frans Imcact Hook Fastenal Steel • ••• • • ••• • • • • ••• •• 231W • • • I • �IGORRNER�WELD CORNER WELD I • • • • • • • •(� 11150 (ALL SIDES) PVOIS4H KfG•RA( tW7 • • • • • • • • • • FIXED MEETING RAIL • • • • • ••• 8 SCREWED TOGETHEF _ _ • • • • • • • • WITH OUTERFRAMERFRAME PVC FRAME FIN -6026 er, track Keynrark Alum 1 0 3/16° L— PLAN VIEW 3/16° 3° -' 68 T SCREW SUP. -3113 m. Adept, w/Nb, PVC, Hcriz. Mlvon PJC m. Adapt, PVC, Vert. Mloon PVC sh Catch, PVC, krpact Keymark Alum kir, Tandem M&M Nylon %k Impact PVC Interlock aper, impact PVC Interlock rep Cover w / Rap M&M Nylon dp., 0270 x.187 back FinSeai, Gray Uhafab x 21/2 Ph Truss SMB Ajax Steel (zing Bead Keymark Alum x 1 1/4 Ph FH TEK Wht. Fastenral Steel x 1/2° Phil Pan Tek @ Frame Inpact Hook Fastanal Steel b Vinyl w/ Rigid Base, .350 High jAmosbury Vinyl x 318' Screw. Col Frans Imcact Hook Fastenal Steel me INRM 114ylon 03/16, I', SikaRex 662 Henkel / Siks Silicone Lock SuMvan Zinc 10, 01 ,1/8• x 6/8" x 2' Lg. FrankLowe Rubber srL Label, NFRCTab, ASTME r.¢onmo, 5' 43 1 P-3613 I CWS Lbl. (logo) 44 GLASS See sheet 3 46 P4632 Sweep Look 47 84633 Itr Barrell and Screw 48 W3511 1a8 x 36V Square Pan Tek @ k ffl 49 83218 Screws Frame, 50 P-3321 Screen Frame Comer Key 51 P-3581 Screen doth, 18 x 16 Fiberglass 52 P-3228 Screen Spline, .155 Die., BBL 53 P-3029 Screen Full Tab 54 83033 Screen Spring, SS S5 51577 Frame Catch, Head, PJC, HB 57 H -SM Main Fr., HS, w/Fln., PIC 58 P-3113 Screw Support, PVC OTE: ITEMS 19,20,22,27,45, 56 ARE NOT USED. KILL ALUMINUM EXTRUSIONS ARE 6063-T6. 5 �— b 1B° ALUM SASH MIO. RAIL -1487 17/9" 5/16° 4�---3118• 15/8° 9 ALUM HD MTG RAIL -1681 618• PVC SASH SIDE RAIL -6028 �L 3/18" 3/4° ALUM SASH IMPACT HOOK -ISM 11 10 1 15116° 16/8° ALUM S.B.RJS.S.R. -1498 PVC ROLLER TRACK 16M 13/161' — 118° PVC SASH TOP/BTM RAIL -6004 1 7 5118' 5 /8° 1 PLAN VIEW ALUM FRAME IMPACT HOOK -1577 3/4" 6 �r7�"� 16118" 1/18' 9/18° rv� L UU 00 30 ALUM. SASH REINF. -1y899 ALUM GLAZE BEAD -1112 y PROPRIETARY AND CONFIDENTIAL 12/07/1I THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE: EXTRUSIONS 8 B.O.M. -LARGE MISSILE IMPACT ER ES: 8200N BY. ADE ATE: 01/02/2009 O L' PVC HORIZ. SLIDER ALE: 1:2 wG. NO.: CWS -232 5OF7 1 112° PVC SCREEN CATCH -8013 7L7/8' 1413 1 1/8' 18 PVC GLAZEBEAD- 6064 5/18" PVC SCREEN SUPPORT -6014 B1 UPDATED PER 2010 FBC11/01/2011 A UPDATED PER NEW FBC REQUIREMENTS 07/03/2009 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TLE: EXTRUSIONS 8 B.O.M. -LARGE MISSILE IMPACT ER ES: 8200N BY. ADE ATE: 01/02/2009 O L' PVC HORIZ. SLIDER ALE: 1:2 wG. NO.: CWS -232 5OF7 BY OTHER! SEALANT BETWEEN BUCK AND OPENING BY OTHERS 2.vll2_ MIN EDGE DIST [Cl 1 1/4• MIN EMBEDMENT • • • • • [C) IEXTERIOR FINISH BY OTHERS BYINSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER OTHERS T •pT. �• SeT.i]� ��t o•o•• �.o� :. i•es o � :M a O• : •�•e� Vie• __ •i s. .ols: s. I BY OTHERS SEALANT BETWEEN BUCK 1 BY WOOD BUCK AND OPENWO BY OTHERS BY OTHERS [A] 1/4" MAX SHIM CONCRETE/MASONRY [B] BY OTHERS INSTALLATION ANCHOR, •e 3/18'DL4. MASONRY SCREW W/ WASHER THRU SCREW ' SUPPORT. [C] • . 21/2° MIN EDGE DIST [C] 'e'e SEALANT BEHIND 1114. MIN EMBEDMENT FLANGE BY [C) INSTALLER EXTERIOR FINISH PERIMETER SEALANT BY OTHERS BYINSTALLER e 1 8 HORIZONTAL SECTION a 6 FRAME (MASONRY) 1 BY WOOD BUCK BY OTHERS [A] 1-1/4' MAX SHIM INSTALLATION ANCHOR, 3/16" DIA MASONRY SCREW w/N/ASHER THRU SCREW SUPPORT. [C] INSTALLATION ANCHOR, 3116" DIA 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) SILL STOOL BY OTHERS •o'o:• USE SOLID WOOD • �. ,eee SUPPORT TO MAKE e • SILL LEVEL, BY OTHERS 1114" MIN EMBEDMENT [C] II+ -2.112 MIN EDGE DIST [C] q VERTICAL SECTION S FRAME (MASONRY) . • ••• • • • ••• •• •• • • • •• Y• • ' • 2 BY WOOD BUCK SEALANT BEHIND BY OTHERS [A] FLANGE BY INSTALLER SEALANT BETWEEN BUCK PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS BYINSTALLER BY OTHERS HORIZONTAL SECTION • • ••• • • • • ••• t1//4" • • • •_1 BOTTOM SWEEP LOCK ACITVATEI9 ONLY-*--i DURING HURRICANES. • • • • 4 • ••• • • • 13/8' MIN EMBEDMENT • • ID] • , • 71� MIN EDGE DIST lO1 • ' - INSTALLATION ANCHOR, • • e • e • #10 WOOD ANCHOR W/ • • • WASHER THRU SCREW • • • ' 0 SUPPORT. [D] ' • 2 BY WOOD BUCK SEALANT BEHIND BY OTHERS [A] FLANGE BY INSTALLER SEALANT BETWEEN BUCK PERIMETER SEALANT EXTERIOR FINISH AND OPENING BY OTHERS BYINSTALLER BY OTHERS HORIZONTAL SECTION 8 FRAME (WOOD) TE: HEAD AND JAMS IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. INSTALLATION ANCHOR, 3/18' DIA MASONRY SCREW w/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. [C] SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER PERIMETER SEALANT1/4" MAX SHIM BYINSTALLER IBI •, r EXTERIOR FINISH • • i p g ► P BY OTHERS •p.s :r ►►s� s•►6►.rp p. �► ►p.i p prp p 15. p 1 --•pi : � i pp. e s i� BY OTHERS D ALTERNATE PRECAST SILL DETAIL 8 FRAME (MASONRY) z�:t PROPRIETARY AND CONFIDENTIAL 12(07/11 THE INFORMATION CONTAINED M 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. MIN EMBEDMENT I�-2112 MIN EDGE DIST IC] REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 20, SHT 2 [C] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 [E] SEE NOTE 5, SHT 2 REFERENCE NOTES [A] SEE NOTE 10, SHT 1 I IBIS NOTE 283, SHT 2 [C) SEE NOTE 4SHT 2 [D] SEE NOTE b,, BHT 2 [E] SEE NOTE 8, SHT 2 —V— SHEATHINGS ' • 4 o7-1! • ••• • • • ••• FINISH • • • • • • • • • • •• BY OTHERS BYINSTALLER SEALANT BEHIND FINIMETER SEALANT BYINSTALLER BYINSTALLER • • • • • • • • • • ••• • • • • ••• REFERENCE NOTES [A] SEE NOTE 10, SHT 1 I IBIS NOTE 283, SHT 2 [C) SEE NOTE 4SHT 2 [D] SEE NOTE b,, BHT 2 [E] SEE NOTE 8, SHT 2 —V— SHEATHINGS ' • 4 o7-1! • ••• • • • ••• FINISH • • • • • • • • • • •• BY OTHERS BYINSTALLER SEALANT BEHIND FINIMETER SEALANT BYINSTALLER BYINSTALLER (i-) HORIZONTAL SECTION 110 MIN EMBEDMENT • • • • • *00 • 1/4° MAX SHIM 03, SHEATHING FF—JL4! BYINSTALLER BY OTHERS • • • • • • • • • • • *00 o��8 BYINSTALLER • ••• • • • • •• • EXTERIOR FINISH INSTALLATION ANCHOR, WINDOW WRAP BYINSTALLER • • • • • • • • • BY OTHERS o, g8 W ODD SCREW • • • • • • • °'o W/ WASHER [E] 1L4° WI*EDG DI • • • • • • • • 2 BY WOOD BUCK [E] t tn' MIN EMBEDMENT SEALANT BEHIND F1N 8'e•^, BY OTHERS [A] ITLE: INS' 4 BYINSTALLER o. 2 BY WOOD BUCK 1/4' MAX SHIM VERTICAL SECTION PROPRIETARY ACONFIDENTIAL1207/11 , ODEL: b BY OTHERS [A] PVC [B] YSTES.ANY REPRODUCTIONN POR AS A WHOLE WITHOUT THE WRITTEN PERMISSION DOW SYSTEMS, Is1Q ; 0. WINDOW WRAP BYINSTALLER INSTALLATION ANCHOR, PERIMETER SEALANToy8q 1/4' MIN EDGE DIST W/ WASHER (El BYINSTALLER [El 1/4' MAX SHIM [B] i 1/4• MIN EMBEDMENT (EI REFERENCE NOTES [A] SEE NOTE 10, SHT 1 I IBIS NOTE 283, SHT 2 [C) SEE NOTE 4SHT 2 [D] SEE NOTE b,, BHT 2 [E] SEE NOTE 8, SHT 2 —V— SHEATHINGS ' • 4 o7-1! BY OTHERSd•8EXTERIOR FINISH WINDOW WRAP BY OTHERS BYINSTALLER SEALANT BEHIND FINIMETER SEALANT BYINSTALLER BYINSTALLER (i-) HORIZONTAL SECTION FIN (WOOD) 1/4° MAX SHIM 03, SEALANT BEHIND FIN FF—JL4! BYINSTALLER MIN EDGE DIST PERIMETER SEALANT o��8 BYINSTALLER B UPDA7 WINDOW WRAP BYINSTALLER eo . 28YWOODBUCK BY OTHERS [A] LUCAS A. TURNER FL P.E. 58201 A UPDA1 EXTERIOR FINISH S INSTALLA SCCRREwcrloR. ��Q,�10REby BY OTHERS °' /18 WOOD W/ WASHER [E] ;.G E N SF:�'P,y��� N � v ` No 58209 ,bra i 1900 SW , SHEATHING BY OTHERS t tn' MIN EMBEDMENT * d * OCALA, FI ITLE: INS' 4 STATE OF , E FRIS: ` 820 E VERTICAL SECTION PROPRIETARY ACONFIDENTIAL1207/11 , ODEL: THE INFORMATION CONTAINED SOLE PROPERTY OF CUSTOM FIN (WOOD) PVC YSTES.ANY REPRODUCTIONN POR AS A WHOLE WITHOUT THE WRITTEN PERMISSION DOW SYSTEMS, Is1Q ; REFERENCE NOTES [A] SEE NOTE 10, SHT 1 I IBIS NOTE 283, SHT 2 [C) SEE NOTE 4SHT 2 [D] SEE NOTE b,, BHT 2 [E] SEE NOTE 8, SHT 2 Florida Building Code Online 6/26/14, 3:02 PM Flodc� Department! SCIS Home ! Log In j User Registration I Hot Topics i Submit Surcharge I Stats & Facts Publications FBC Staff SOS Site Map Links Search E Busines- Profe sit Imo° "p°"a' Vii s „ USER: Public User Regulation Product Approval Menu > Product or Application Search > Application List > Appiiaation Detail FL # FL4334-116 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Masonite International 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschrelber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Marls or Listing Certification Agency National Accreditation & Management Institute 0000 • Validated By National Accreditation & Manageme+At ktstJtute,. ees 00 0 • • • • • 0.000• •• •• 0000•• • 0000•• • • • 0000•• 0000 0000 • • Referenced Standard and Year (of Standard) Standard• • • • • 0000•• •• 0000• TAS 201 19%009 000000 •••0.0 TAS 202 19940 00 000000 • • TAS 203 • � • 194 • 00.00• • 0 000•• • •• • • • 0000•• :0 Equivalence of Product Standards • • • :0: ' • Certified By IS • • ,1'I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://fioridabuilding.org/pr/pr app dtl.aspxTparam=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQSq)rj%2b37K6SM%3d Page 1 of 4 Florida Building Code Online uocumentauon rrom approves tvawation or vausanon tnury Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Aooroved Yes No N/A Method 1 Option A 02/06/2012 02/06/2012 FL # Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max 6126/14, 3:02 PM Certification Agency Certificate FL4334 R6 C CAC NI005930.01.131)F Quality Assurance Contract Explratlon Date 04/30/2015 Installation Instructions FL4334 R6 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 504A.odf nominal size. Hurricane protective system is NOT required. SeeI Created by Independent Third Party: Yes anchor detail DWG-MA-FLO120-05 for additional information. 4334.2I Fiberglass Side -hinged Door Units - 18'-0" Opaque I/S and O/S Single Door Impact Rated Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 503A.Ddf Created by Independent Third Party: Yes 4334.3 Fiberglass Side -hinged Door Units - 18'-0" Opaque O/S Door w/ or w/o Sidelites • • • • • • Impact Rated • • 0 Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.4 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Certification Agency Quality Assurance ContrALY9 lration Date : • • • 04/30/2015 0000 0000 • Installation Instructions• 0 • • • • • 60999 • • • • FL4334 R6 II FL0121.pdf, 0000•• • •• • 00 00 Verified By: National Accreditation•& Man ' e t In r stitt;t� • 0 Created by Independent TITIN Qa'rty: Evaluation Reports • • • • • • • FL4334 R6 AE 501A.pdf i • • • • • • • Created by Independent Third Pity: Yes ; 0' • • • • • • • 0000 8'-0" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R6 C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions 1.•II. Il I' IT 1.-1. -JL http://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQMDgttSMGyvgTunPuaFlwHGK%2fQSgxj%2b37K6SM%3d Page 2 of 4 Florida Building Code Online vuror: CVOIudLCu wi uac ni wwuu11a 0wIciu19 w uic rmiva Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.5 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. 6/26/14,3:02 PM rL14.3oY MO 11 IL-.-.. 12u, Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.odf Created by Independent Third Party: Yes 6'-8" Opaque O/S Door w/ or w/o Sldelites Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0120.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.pdf Created by Independent Third Party: Yes 4334.6 Fiberglass Side -hinged Door Units - 16'-8" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code Including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x V-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO120-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.01.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0120.Ddf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.Ddf Created by Independent Third Party: Yes 4334.7 I FiberglassnSide-hinged Door Units - 18'-0" Glazed I/S and O/S Door w/ or w/o Sidelltes Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO123-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC NI005930.04.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions 6906 FL4334 R6 II FL0123.odf • • Verified By: National Accr4litaV8rl,& Management Institute • Created by Independent ThM Party: • • • Evaluation Reports • • • • • • • • • • • i • • • • FL4334 R6 AE 501A. Ddf • • • :00 • :**@ Created by Independent Third• •Party: Yes • • • • : • • • 411410411 - 0000 ••••••� I 4334.8 Fiberglass Side -hinged Door Units - 16'-8" Glazed I/S and O/S Doer *,*or w/o SiEeIR�s • • • • � • Impact Rated 000606 • • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FLO122-05 for additional Information. Certification Agency Certificate* • • • • • • • FL4334 R6 C CAC NI005930 03.PDF • • Quality Assurance ContrilqtAq3kation Date• • • • • 04/30/2015 • • • Installation Instructions FL4334 R6 II FL0122.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.r) Created by Independent Third Party: Yes http://floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQvnDgttSMGyvgTunPuaFlwHGK%2fQSgxj%2b37K6SM%3d Page 3 of 4 Florida Building Code Online 6a[h Next 6/26/14, 3:02 PM 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 -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish by 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 h re . Product Approval Accepts: CreLlit - gra http://floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQ$gxj%2b37K6SM%3d Page 4 of 4 ♦ • • •♦♦••• •♦ ♦• ♦0000• • 00000• • • • 0000 •00• • • 0000 •0e••Goes • • o • • • • ♦e••♦G • • • •• • •0000• • • • • •09000 • • http://floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQ$gxj%2b37K6SM%3d Page 4 of 4 NOTICE OF PRODUCT CER'T'IFICATION ' '.. ' '.' .... . ...... . . . . . . . • . . . Company: Masonite International Corporation Certification No.*: • • MM430.01 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60105 Expiration Daeeo .'. 04.onat3 Rjv6ign jDateg ; • $5/*/go@2aiI Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) • • . :0. •. • .. Specifications Tested To: TAS 201/202/203-94/ASTM E330 ..' : ; '.' The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 2 2 r' Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number & Outswing O a ue Size Pos/Neg Pressure Rated Comments X US Opaque 3'0" x 8'0" +70/-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size: XW x 8'0" Anchor Detail-MA-FL0121-05 X O/S Opaque 3'0" x 8'0" +70/-70 10.5 psf Yes NCTL-210-3102-1 Single Maximum Panel Size: 3'0'° x 8'0" Anchor Detail-MA-FL0121-05 XX I/S Opaque 6'0" x 8'0" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum Parcel Size: 3'0" x 8'0" Anchor Detail-MA-FL0121-05 XX Double O/S Opaque 6'0" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Yes NCI'L-210-3105-1 Maximum Parcel Size: 3'0" x 8"0" Anchor Detail-MA-FL0121-05 XO/OX 1/S Opaque Door 6'0" x 8'0" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FL0121-05 XO/OX Single w/Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Door -Yes Sidelite-Yes NCTL-210-3105-1 Maximum Parcel Size: 3'0" x 8'0" Anchor Detail-MA-FL0121-05 OXO US Opaque Door 9'0" x 8'0" +50.5/-50.5 2.86 psf Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel size: 3'0" x 8'0'° Anchor Detail-MA-FLD 121-05 OXO O/S Opaque Door 9'0" x 8'0" +55/-50.5 6.0 psf/ Door -Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 8'0" Anchor Detail -MA -FLU 121-05 OXXO Double w/Sidelites US Opaque Doors Glazed Sidelites 12'4" x 8'0" +50.5/-50.5 2.86 psf Doors -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3"0" x 8.0" Anchor Detail -MA -1`1,0121-05 OXXO O/S Opaque Doors 12'4" x 8'0" +55/-50.5 6.0 psf/ Doors -Yes NCTI: 210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0" x 8'0" Anchor Detail -MA -FI. )5 *High Dam Threshold National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 2 2 r' Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite LewisWle, NC 27023 Report #. 504A 336-945-9695 Date: 12/29/09 Product Single Door 31A68" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: (NDS 2005,11.3) Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in This analysis verifies anchoring for the following drawings: Main member: Spruce -Pine -Fir Side member thickness: t8= 1000 in DWG-MA-FLO120-05 DWG -MA FLO130-05 DWG -MA FLO153-06 DWG-MA-FLO168-07 DWG4MA-FL0122-05 DWG -MA FLO132-05 DWG -MA FLO155-06 DWG -MA FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG -MA FLO140-05 DWG -MA FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be auailfled: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" 11W Tapcon, for masonry installation Anchor capacity In shear condition: Fastener type: lJ10 wood screw (NDS 2005,11.3) Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t8= 1000 in Main member thickness: tm= L500 in Side member dowel bearing strength: Fe, = 4,650 psi Main member dowel bearing strength: F. = 3,350 psi Minimum required penetration: L330 in Screw bending yield strength: Fyb = 80,000 Psi Duration Factor: Co = L6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 I139/anchor 16.00 M) Mode W Fastener type: 3/16" rTW Tapcon ROA. 07-1126.10 2.3 195 Substrate: Hollow block N/A EObs) 171 2OK Minimum embedment: L25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor. 1.00 Tabulated shear design value: Z = 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 lbs Allowable Deakin Value: Z'= 189 Ibs/ottciwr Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity Is used for calcuMfons to gaafHy anchors with highercanacW. Anchor calculationsminimum ngu and ancho►s Pressure against stops with bump flywhold: 36.38 Design pressure: 85.0 psi Single. Pressure away from stops: 36.38 1 of 2 000.0• Design pressure: 85.0 psf • • • 0 • • • 0000 Zone ut) ea I � Max. Anchor • • Resdlf Cap. Area Load Ind. Cap. Zane z (ft) Nu) (in) O.C. ResuM 10.0 851 6.00 16.00 M) Obs)Qty '1•/0 AI 2.3 195 N/A N/A EObs) 171 2OK AZ 7.7 656 6.00 18.00 171 5 000.0• Design pressure: 85.0 psf • • • 0 • • • 0000 Zone ut) ea I � Max. O.C. • • • • Resdlf Cap. � • LEnd Al 10.0 851 6.00 16.00 171 5 '1•/0 • • ,• \4I�/ •• .•••i• OF • � 4-.TA,T , 4/= Luis R. Lomas P.E. !`at•a�'�Q`¢R. •,�� FLNo.:62514 ;0 1 f71201 0 Xfj'10NAI.� 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • e 0000•• •0000• • 0 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite LeWSM8, NC 27023 Report #: 504A 336-945-9595 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf Al A2YA2 79.25 Anchor Locations: 6.00 TYR 6.00 1 13.45 MAX. O.C. 1 79.25 8.00 36.38 18.19 6.00 TYP. 2orw Area z (ft) Load Obs) DW. M) Mott. O.C. on) Anchor Result Cap. land abs) QtY pbs) Al 2.3 195 WA WA 171 2 98 OK AZ 8.9 753 6.00 18.00 171 1 5 151 OK Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 • • 0000 0000•0 •• • • • • 000060 •• •• 000000 000:0• • • IF/0000.0 0 ���ti�.�5 �Ry;.p;� Aye �i,�.... w#f• Q .• y�4P AT 40 loseF ` •i •� 0000• � NAL lIIiI Luis R. Lomas P.E. FL No.: 62514 1/7/2010 HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH/ WITHOUT SIDELITES GENERAL NOT c 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REOUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REOUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: T-ar f1cC!`DIDTfIAI cClfnhinTAAI SELF IGNITION TEMP ASTM D7929 752 'F > 650 'F RATE OF BURNING ASTM 0635 0.56 IN MIN C-1 SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM D638 3.27 DIFF WWAKAllvt ItrvOlLt JIKtNUIK AFItK WrARitKINU 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES ?ANCHOR LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS , . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W/SIDEUTES AdrnntAt)A SINGLE DOOR UNIT W SIDELITES cc O � O DATE 2111 scALE. N. T. S. MG. BY: SWS CHK 13Y. - KURT BALTHAZOR DROM FLORIDA P.E. NO.: #56533 OWG-MA-FLO120 SHM _L OF 3 149" MAX. OVERALL FRAME WM —•y 20.5" MAX 36.375" MAX. i i • • • : • • ••" • D.L.O. PANEL WIDTH • • • • ^ •37••5" �fyc. IN/ASTRAGAL • • F ME•lNDTH ®® ®® s i • i i i n � � O SINGLE DOOR UNIT WITH SIDELITE DOUBLE DOOR UNIT W/SIDEUTES AdrnntAt)A SINGLE DOOR UNIT W SIDELITES cc O � O DATE 2111 scALE. N. T. S. MG. BY: SWS CHK 13Y. - KURT BALTHAZOR DROM FLORIDA P.E. NO.: #56533 OWG-MA-FLO120 SHM _L OF 3 3" - SEE DETAIL "C" 3" - Hi SFE DETAIL I I" 3 _ 3" .3 I 3" I I I I 16" 6" 6' i t I 6" • • • • • • • • • • O E a _ N J • • • • • • • • O B K\✓ 0 6" 3" � 6" 6" �— -3" 3" 3" �— 3" W .. SEE DETAIL In r "D" tl w � lit-ttl N I I SEE DETAIL J F- F' #8 x -1/2" #8 x 2-1/2" #10 x 2" #10 x 5/8" DETAIL "E" ASTRAGAL #8 x 2-1/2" #10 x 3/4" ATTACH ASTRAGAL RETAINER BOLT " STRIKE PLATE TO FRAME #10 x 5/8 ❑ #10 x 3/4" AS SHOWN. #10x2" DETAIL "C" DETAIL "D" TYP. 1 0.962"4 } 1.375" 1.75" E�2311 047" T T T INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD 0.124' ANNEALED 0.090" SAFLEX ING 0.124" ANNEALED ALUMINUM OR BUM SPACER io 6" . . ... . . . ... .. .. . .. .. .. • . . . . . . . . . . . . .•• . . . . ... EE DETAIL C. 6" i7 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL -DECORATIVE INSERT (OPTIONAL) .0124" TEMP. #6 X 1-1/2" PHS !� V Dow p � ORWEOUAL ^ea' OR EQUAL L EXTERIOR •: INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DATE: 2111105 SCALE: N.T.S. 0WO. 6Y: sws cnx. er: DftAVANG NO.: OF • • • • • • • • • • •• • • • • • • • • • • EE DETAIL C. 6" i7 ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL -DECORATIVE INSERT (OPTIONAL) .0124" TEMP. #6 X 1-1/2" PHS !� V Dow p � ORWEOUAL ^ea' OR EQUAL L EXTERIOR •: INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS DATE: 2111105 SCALE: N.T.S. 0WO. 6Y: sws cnx. er: DftAVANG NO.: OF ATTACHMENT DETAIL SEE DETAIL "C" SHIT. 2 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHIEVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. • • .•. • • • ••• ••• �J r i i • f i ••i • i ••• 3" 1 C 6"3� I �i ••• • 3 "o• C ••• �N ••• 1 � _ p N W � U a SEE DETAIL cn "D" SHT. 2 J w tr a G I IIT I I ! I 60 AT 5-1/2" CENTERLINE. 2. 00 6 _ U) — — a w w 8 F II G H it II B II a HARnWARF SCHFnIII F 1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 6 v i 1M5H0" + t - Mme,. SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25" e -- MA" SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION IsCAE: N.T.S. 11 DWG. BY: SWS CHK. BY: OF MMI I �►DE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N_ OA) Mygmiamidade.gov/pera SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets I through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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.%ihange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ertdws0ent • of any product, for sales, advertising or any other purposes shall automatically terminate tkis NOA. Failure to comply with any section of this NOA shall because for termination and removalvPtIOA. • • • • • • • • • . ADVERTISEMENT: The NOA number preceded by the words Miami-Daiig, rounty, Florida, an21.... followed by the expiration date may be displayed in advertising literature. If arty4ation ofd*NOA t displayed, then it shall be done in its entirety. • • .. .00. ..;..• INSPECTION: A copy of this entire NOA shall be provided to the user by the mahbfMurer or ft* • • • • •; • distributors and shall be available for inspection at the job site at the request of the IulMlig Official • This NOA revises and renews NOA # 10-1004.01 and consists of this page 1 and evidgnce paiwF." t and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. '..' i taataoa►u NOA No. 12-0221.09 Expiration Date: November 21, 2017 r4llj2 Approval Date: April 26, 2012 Page 1 IW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-101006) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F4V;007, prepared by Al-Farooq Corporation, dated 08/13/09 and revised on•09/14/10,aijned ...... and sealed by Javad Ahmad, P.E. • • • (Submitted under previous NOA#10-1004.01) • • • • • • • • • • • • • • : • 0000 0000.. 0000.. . D. QUALITY ASSURANCE 00000.0000 0000. 1. Miami -Dade Department of Permitting, Environment, and Re bty Af#ts (PERM}: • • 0666. 0000.. •. . 0 :600:0 0000.. 000.. 0000.. A;kt LOW;, /In 0 ManuelyeY4 P.E. Product Con 1 finer NOA No. 221,09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-1 SIA Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER I. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. Dose e . . DDD. 0666:0 .. . . . e e e e ...... ee Ds ...... 086:09 0 . .... .... . .DDeee .... Doss DosoD ...... . .. ..... . D e 00: .... .... ...... .DD.D.• • . o e DoeaDe DD e s "sees Mannel Per . Product Control ami r NOA No. 12- .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-2 Im MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—RADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MUS IONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVNZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MM THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVEONG (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCWDRiO BUT NOT COATED TO AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIAffiAR MATERIALS HALL MEET THE REWAtFA1ENf3 OF 2010 FLORIDA BLDG, OWE SECTION 2003.&4. .. .. . • . .. .. . . . • • . . . . . . • . ... . . . ... . . . . . . . . . .. ja_ TYPICAL • • _ • . • • • GLAZ'VG PRODUCT • Toy -,, o .- J • • • --� t.00a 8.000 3.00D k�--2.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERMAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. EP T DETERMINE DESIGN I= REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. r STEP 2 USE MIAMI—DARE COUNTY APPROVED GLAZING PRODUCTS Erb: . AD ARMAD MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT8382 APPROVAL. USING CHARTS ON MEET 3 SELECT MULLION WITH STFP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIfD IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET S THRU 7 AND .ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING c' ,.9M MORE THAN THE DESIGN LOADS SPECIFIED IN S17 1 ABOVE PRODUCITREVISM awm t$Coga TVo Dara arawing T10. M07-04, . . •.. . . • ..• .. •. . .. .. .. • .. . . . . ... . 006 ,.660.696 1.060 256 •.. ..; •, .•. .: ;•• .3778 . . . . . . . . . •. .. .. 128 •1252.600 • . . 04, • TYP. � � 4.006 4A904.500 90 .•• : : •. :•• :•• ••• a r NOTCH • • • • .•• .• u Ll L--j 1.378 OPf10NAl. MM LUON C{Ip (6083—T8) S� 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT. TO ANGLES) elE STD. MU LI_ ION STD, MULLION CUSTOM MULLION CUSIOM MULLION CUP LENGTHS MUST BE CUT TO RT SNUG 6063—T6 6063—TB 6083--T6 6063—T6 INTO 113Y TUBE MULUONS. U) 2.000 2.000 —1.690— W QNQ 2.000—�j 2.000 128 .260 Q W TYP. T1P. .125- 2.500dQ' 2 I 1.030 I Z . v h .126 380 .000 6.000 TYP. 4.000 4.000 b- - —3.76o v►m �oj NOTCH OPTX NALL L LL Sftt n 0 kip MULUON OUP (am-T6) 2 X 4 2 X 4 2 X 6 2 X 6 (ALT. TO MGM) �$$ SID.UjaiLLiQN HEAVY MULLION STD, MUW HEAVY MULLION CUP LENGTHS MUST BE CUT TG FTT SNUG 6063-TS 6063-T6 6083-T6 6063-To INTO 28Y TUBE MULUONS. NOTCH OPTIONAL. ,28 E8n JAYA�AHNAD PROWcrRBVmw S 2.000 CAN. 3838 B.H CCA& OhthOywowP d M PE 70682 AaoPmnoa No 1--2.000—Aww pr y drawing no. ANGLE OUP Q 6063—T6 ehaet 2 of % . . ... . . . Or .. .. . . . .. .. . . . . . . . . . . E MOELIONB) DEMON LOAD CAPACITY - PSP (TOM MULLIONS) DESIGN TOAD CAPACITY - P8Y (TUBE MULLIONS) 1-1 4 1-1 4 8R4 E%4 8R8 8%B NIAIIIOW Dom' 1 X3 1 %4 1X4 41/8 8X4 8X4 2 R8 2X8 19INPO0 DNS. 9 1X4 1114 4-1/8 8 4 yin 8xa 8X6 BTB. HBAW BTB. MAW YADIM (t� tAHI SPAN BTB. STD. CW'P6M Comm BTB. IiEAYY BTB. BBAVY 1YYfflTII (!» BPs. VY STD. ]ZEAYY 130.0 130A 930.0 130.0 19-1/0' 64.3 130.0 130.0 130.0 130.0 1310 130.0 13D4 10-1/8' 0 • 0- 0 370 059,9 07&A aft 00 130.0 130.0 0 � Z 130.0 130.0 130.0 130A 26-1/2° aaa 9810 130.0 130.0 130.0 1�.0 1�.0 17mA 28-1/2° i i - - 4210 t9 1 111.0 fsoo 130.0 130.0 130.0 130.0 30" 41.0 87.9 130.0 130.0 128,4 130.0 13MO 1304 30' • •- - 37.• 80.3 00)30 82111 98.1 130.0 130.0 130.0 130.0 130.0 37• 332 71.3 111.6 130.0 104.1 1310 130A 130.0 37' - - 30.6 40.6 81.0 79.8 130.0 130.0 130.0 130.0 130.0 42" - MLS 88.5 127.8 81.7 1310 13DA 130.0 42' - - - 38,9 - 94.8 70.9 12&7 130.0 930.0 130.0 130.0 46" �" - 5410 Bao 111.5 B03 130.0 130.0 130.0 48" 120' • - - - 31.4 - 38.3 61.3 1128 130.0 130.0 130.0 130.0 54' - 4810 78.4 99.1 71.4 1272 130.0 130.0 84' 0 - - - - .9 84.5 100.1 (1 d 130.0 130.0 130.0 139.0 W' - 44.0 689 892 84.2 114A 130.0 130.0 80' • -006 -0 • -• 0-96 - 33.1 49.0 90.1 130.0 190.0 130.0 130.0 118' - 4010 82,6 81.1 60.4 104.1 118.7 130.0 85' J • -0 • -• - - _ 44,8 61.9 M�lf 130.0 130.0 130.0 130.0 7Y - 3a8 57.3 74.4 639 80.4 9089 130.0 77" - - - 40.8 Tai q 130.0 130.0 130.0 130.0 f9-1/11" 81.8 110.4 139.0 130.0 130.0 130A 130.0 1310 19-1/8' 449 8910 41.6 74.1 115.8 130A 130.0 13D.0 130.0 13MO 28-1/2' 37.2 78.7 124.7 1310 116.4 130.0 130.0 13MG 20-1/2" - - 32.1 428 639 83.9 130.0 130.0 130.0 130.0 130.0 30• 329 70.4 1102 130.0 1028 1304 130.0 13MG 30• - - - 37A - 47.3 7a7 130.0 I+E{ 3 130.0 130.0 130.0 130.0 37" - 87.1 89.3 118.8 83.4 1304 130.0 130.0 37' - - - 30.6 - 3810 69.8 1089 130.0 130.0 1304 1304 4Y - 60.3 78.7 104.7 739 1304 130.0 130.0 42' - - - - - 339 82.8 9&7 1304 130.0 130.0 130.0 48' 4410 88.8 91.8 84.3 11 130.0 130.0 48° 132° 48.1 84.8 136.0 130.0 130.0 130.0 64' 39.1 612 81.4 57.1 1 1 125.1 130.0 64° - - - - - 409 75.2 130.0 130.0 130.0 130.0 80° - 362 55.1 73.3• 51.4r7.4 112.6 130.0 BD" - - - - - - 3&8 87.7 130.0 130.0 130.0 130.0 88' - 3210 80.1 689 4&7 102.3 130.0 86• - - - - - - 335 81.8 130.0 130.0 130.0 130.0 72" - - 489 81.1 42A 839 130.0 7Y - - - - - 30.7 66.4 In 130.0 1310 1304 130.0 19-1/8' 349 74.0 1169 130.0 1011.1 13MO 130.0 19-1/9' - - 34.3 40.6 3210 57.1 89.0 t30A O N� 130.0 1310 130.0 130.0 20-1/2• - 63.4 83.8 1112 75.0 1�.0 1�.0 28-1/2' - - - 329 - 412 84.3 19&0 130A 130.0 130.0 130.0 30' - 47.2 739 982 68.9 130.0 130.0 30' - - - - - 39,4 889 104.3 7 130.0 130.0 130.0 130.0 3Y - 3&2 889 79.6 559 130.0 13aa 37• 144° - - - - - - 40.0 K51304 130.0 930.0 13D.0 42' - 33.7 82.7 70.1 49.2 123.1 130.0 42' - - - - - 40.6 749 Ld 130.0 (30.0 130.0 130.0 48' - 46.1 81.4 43.1 789 107.7 130.0 45' a 120.0 130.0 130.0 130.0 64" - - 41.0 84.6 35.3 882 969 130.0 84• - - - - - - 31.5 1 87.9 1_ $ 108.0 130.0 130.0 130.0 1' - - 38.9 49.1 34.4 61.4 862 130.0 C� qa3 98.2 130.0 130.0 130A 68"- - 33.5 449 31.3 68.8 78.4 930.0 Z 80.0 130.0 13MO 130.0 72' - - 30.7 409 - 51.2 71.0 130.0 INSIDE SttBED (Lo m 130.0 130A 130.0 130.0 19-1/e' - 519 81.3 tae2 7a0 130.0 130.0 130.0 HORIZOWAL MULLION y >Q - 130A 130.0 130.0 130.0 26-1/Y - 379 8&7 78.1 549 07.7 130A 13MO 130.0 130.0 130.0 130.0 DESIGN LOAD CAPACITY - P89' BDIIIOtY DWB. 1 X 9 BTB. 1 X 4 m. 1- 1 X 4 4- COSfOM m, 1410tH (w) MULL SPAN t9-1/8' 211/2" 30" 37' 42" 48' W 80" 88' 7Y 38-3/0' 130.0 MO 130.0 12 130A 130.0 130.0 13 130.0 13010 130.0 W 130.0 130.0 1310 13 130.0 130.0 130.0 13 130.0 1310 130.0 13 130.0 130A 130.0 13 f23.8 130.0 130.0 13 1120 130.0 130.0 13 1032 130.0 130.0 13 10-1/8• 28-t/2" 30" 37" 42' Or 64" 80' 88• 7Y 130.0 1310 130A 13 130.0 130.0 130.0 13 t30.0 130.0 130.0 13 118.3 130.0 130.0 13 101.6 1304 130.0 13 8&9 1300 130A 13 79.0 1272 130.0 13 71.1 114.5 130.0 13 84.7 104.1 130.0 13 89.3 25.4 130.0 13 19-1/8° 28-1/2" 30• 37" 42'83. 48" 64' 80• a8" 72" 302 839 122.1 130.0 130.0 13 88.1 130.0 1 130A 13 779 130.0 1304 13 83.1 1194 130.0 13 65.8 168.8 130.0 13 4&8 82.4 130.0 13 43.2 812 128.8 13 3810 739 110.7 5 3&4 872 105.9 12 32.4 61.9 1 88.0. 1 I1 19-1/8' 28-1/2' 30' 37• 42•33.0 48, 54• 80• 88' rY 74-1/4' I 1 74.8 130.0 130.0 13 83A 11&4 130.0 13 47.8 1019 130.0 131 35A 82.6 129.8 131 72A 113.9 731 03.7 09.7 12 - 88.6 BSA t0 81.0 76.7 BE - 1 40.3 724 89 - I ma -. - . . ... . . . Or .. .. . . . .. .. . . . . . . . . . . E MOELIONB) DEMON LOAD CAPACITY - PSP (TOM MULLIONS) DESIGN TOAD CAPACITY - P8Y (TUBE MULLIONS) 1-1 4 1-1 4 8R4 E%4 8R8 8%B NIAIIIOW Dom' 1 X3 1 %4 1X4 41/8 8X4 8X4 2 R8 2X8 19INPO0 DNS. 9 1X4 1114 4-1/8 8 4 yin 8xa 8X6 BTB. HBAW BTB. MAW YADIM (t� tAHI SPAN BTB. STD. CW'P6M Comm BTB. IiEAYY BTB. BBAVY 1YYfflTII (!» BPs. VY STD. ]ZEAYY 130.0 130A 930.0 130.0 19-1/0' 64.3 130.0 130.0 130.0 130.0 1310 130.0 13D4 10-1/8' 0 • 0- 0 370 059,9 07&A aft 00 130.0 130.0 0 � Z 130.0 130.0 130.0 130A 26-1/2° aaa 9810 130.0 130.0 130.0 1�.0 1�.0 17mA 28-1/2° i i - - 4210 t9 1 111.0 fsoo 130.0 130.0 130.0 130.0 30" 41.0 87.9 130.0 130.0 128,4 130.0 13MO 1304 30' • •- - 37.• 80.3 00)30 82111 98.1 130.0 130.0 130.0 130.0 130.0 37• 332 71.3 111.6 130.0 104.1 1310 130A 130.0 37' - - 30.6 40.6 81.0 79.8 130.0 130.0 130.0 130.0 130.0 42" - MLS 88.5 127.8 81.7 1310 13DA 130.0 42' - - - 38,9 - 94.8 70.9 12&7 130.0 930.0 130.0 130.0 46" �" - 5410 Bao 111.5 B03 130.0 130.0 130.0 48" 120' • - - - 31.4 - 38.3 61.3 1128 130.0 130.0 130.0 130.0 54' - 4810 78.4 99.1 71.4 1272 130.0 130.0 84' 0 - - - - .9 84.5 100.1 (1 d 130.0 130.0 130.0 139.0 W' - 44.0 689 892 84.2 114A 130.0 130.0 80' • -006 -0 • -• 0-96 - 33.1 49.0 90.1 130.0 190.0 130.0 130.0 118' - 4010 82,6 81.1 60.4 104.1 118.7 130.0 85' J • -0 • -• - - _ 44,8 61.9 M�lf 130.0 130.0 130.0 130.0 7Y - 3a8 57.3 74.4 639 80.4 9089 130.0 77" - - - 40.8 Tai q 130.0 130.0 130.0 130.0 f9-1/11" 81.8 110.4 139.0 130.0 130.0 130A 130.0 1310 19-1/8' 449 8910 41.6 74.1 115.8 130A 130.0 13D.0 130.0 13MO 28-1/2' 37.2 78.7 124.7 1310 116.4 130.0 130.0 13MG 20-1/2" - - 32.1 428 639 83.9 130.0 130.0 130.0 130.0 130.0 30• 329 70.4 1102 130.0 1028 1304 130.0 13MG 30• - - - 37A - 47.3 7a7 130.0 I+E{ 3 130.0 130.0 130.0 130.0 37" - 87.1 89.3 118.8 83.4 1304 130.0 130.0 37' - - - 30.6 - 3810 69.8 1089 130.0 130.0 1304 1304 4Y - 60.3 78.7 104.7 739 1304 130.0 130.0 42' - - - - - 339 82.8 9&7 1304 130.0 130.0 130.0 48' 4410 88.8 91.8 84.3 11 130.0 130.0 48° 132° 48.1 84.8 136.0 130.0 130.0 130.0 64' 39.1 612 81.4 57.1 1 1 125.1 130.0 64° - - - - - 409 75.2 130.0 130.0 130.0 130.0 80° - 362 55.1 73.3• 51.4r7.4 112.6 130.0 BD" - - - - - - 3&8 87.7 130.0 130.0 130.0 130.0 88' - 3210 80.1 689 4&7 102.3 130.0 86• - - - - - - 335 81.8 130.0 130.0 130.0 130.0 72" - - 489 81.1 42A 839 130.0 7Y - - - - - 30.7 66.4 In 130.0 1310 1304 130.0 19-1/8' 349 74.0 1169 130.0 1011.1 13MO 130.0 19-1/9' - - 34.3 40.6 3210 57.1 89.0 t30A O N� 130.0 1310 130.0 130.0 20-1/2• - 63.4 83.8 1112 75.0 1�.0 1�.0 28-1/2' - - - 329 - 412 84.3 19&0 130A 130.0 130.0 130.0 30' - 47.2 739 982 68.9 130.0 130.0 30' - - - - - 39,4 889 104.3 7 130.0 130.0 130.0 130.0 3Y - 3&2 889 79.6 559 130.0 13aa 37• 144° - - - - - - 40.0 K51304 130.0 930.0 13D.0 42' - 33.7 82.7 70.1 49.2 123.1 130.0 42' - - - - - 40.6 749 Ld 130.0 (30.0 130.0 130.0 48' - 46.1 81.4 43.1 789 107.7 130.0 45' a 120.0 130.0 130.0 130.0 64" - - 41.0 84.6 35.3 882 969 130.0 84• - - - - - - 31.5 1 87.9 1_ $ 108.0 130.0 130.0 130.0 1' - - 38.9 49.1 34.4 61.4 862 130.0 C� qa3 98.2 130.0 130.0 130A 68"- - 33.5 449 31.3 68.8 78.4 930.0 Z 80.0 130.0 13MO 130.0 72' - - 30.7 409 - 51.2 71.0 130.0 INSIDE SttBED (Lo m 130.0 130A 130.0 130.0 19-1/e' - 519 81.3 tae2 7a0 130.0 130.0 130.0 HORIZOWAL MULLION y >Q - 130A 130.0 130.0 130.0 26-1/Y - 379 8&7 78.1 549 07.7 130A 13MO 130.0 130.0 130.0 130.0 30' - 33.1 512 6910 4&4 8163 130.0 130.0 WJWON 1217 130.0 130.0 130.0 37• PRODUCT - - 47.0 889 392 70.0 100.1 130. 106.4 130.0 130.0 130.0 42•tom, - -49.3 349 8110 88.9 1310 93.1 130.0 130.0 130.0 46" 32.4 43.1 302 839 84.1 130.0 82.7 130.0 130A 1304 64" W 479 74.7 1 130.01 74.4 130.0 13MO 1 130.0 80' - - 34.0 - 43,1 67.3 123.8 87.7 120.7 190.0 130.0 1 88'37.3 40.4 812 112.3 SLO 1 110.6 1201. 130.0 7e ALL LOADS ARE EXT.(+)/INT.(-). MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS GLAZING fn W ' PRODUCTGLAZING GLAZING PRODUCT' PRODUCT BB W1 W2 MULLION SPAN C�amu WIDTH (W) W1 +W22 ' VAD PRODUCTRBVISBD FLA PEEPp 70802 1•cm019Y619O�Itb0.10FtOrtda d CAN. 3535 Li1dA Coh drawin M07g 04 Q11 Sheet 3 of 7 WJWON GLAZING GLAZING PRODUCT PRODUCT GLAZING fn W ' PRODUCTGLAZING GLAZING PRODUCT' PRODUCT BB W1 W2 MULLION SPAN C�amu WIDTH (W) W1 +W22 ' VAD PRODUCTRBVISBD FLA PEEPp 70802 1•cm019Y619O�Itb0.10FtOrtda d CAN. 3535 Li1dA Coh drawin M07g 04 Q11 Sheet 3 of 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN LOAD CAPACITY - P8F ' ... DESIGN LOAD CAPACITY - P8F iPINDg79 DIME. WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE WIDTtI (W) [Ila�� SPAN WINDOW DIMS. ANCHORS TYPE t9 -1/e' ze-,/a° 30" 37' 42' 48° 84' 60° se° 72" 38-3/8' ,so.o 130.0 930.0 130.0 130.0 130.0 730.0 130.0 130.0 530.0 130A /JOA ,209 ,36.0 130.0 ,730.0 166.1 130.0 128.7 ,30.0 WIDTH 6D/LL 82.8 130.0 ,00.1 130.0 74.3 120., 80.1 130.0 67.6 ,09.2 B,.s ,Soo 81.9 100.1 78.0 ,30.0 t9 -t/6° 28-7/2' 30° 3T a2• 4B' 84" 80" BB° 72° so_d/s` l�.o t3o.D • • • ••• 127.6 130.0 130.0 130.0 1128 130.0 130.0 130.0 91.3 130.0 110.7 130.0 eo.s 130.0 979 13D.a 70.4 113.8 86.3 130.0 82.8 10,.1 78.8 130.6 88.3 81.0 88.3 1JO.0 81.2 827 B2.1 124.1 • . . .. . a �° 130.0 130A 130.0 ,30.0 toz9 130.0 124.2 ,30.0 �.6 730.0 109.7 130.0 73.4 118.8 88A 130.0 84.7 104A 78A 130.0 66.e el.a es.e ,30.0 . .. • . • • • • F 109.7 4i.1 88.8 49.8 98.7 37.7 81.0 46.7 81.4 t8-1/8' 28-7/2" 3D° 37" 42" 48' 64° 80' 98' 72° 74-1/4' 120.8 730.0 130.0 130.0 88.8 130.0 105.4 130.0 789 124.1 83.7 130.0 62.3 1�.8 759 130.0 849 88.7 86.5 994.D 46.0 77.8 88.2 118.4 427 88.0 dL7 703.4 38.4 82.5 48.8 83.1 34.8 68.4 42.3 84.8 32.0 61.7 38.8 n.e 24.0 3B.8 29.1 88.2 220 35.8 28.7 53.3 • •• ••• • • • • • • • • N 44 4 N Z o LJ p � z x819 A ANCHORS TYPE "'BICORD trow2orora n7LULloro us r N T7PE CORD ARCHES 70 INSCRIBED P, INSIDE RECTANGULAR SHAPE H O O B7 g CIAMN6...... PRODUCT GLAZING PRODUCE LCHORSOR $ Y�' D 2121 ANCHORS &%C OR D ALL LOADS ARE EXT.(+)/INT.(-). wi MUUON SPAN NOTE. ANY ANCHOR CONDITION SHOWN HEREIN MAY CODER TYPICAL MULLION ARRANGEMENTS LOCATIONS AT HEAD, SILL OR JAMB ENDS.. .o FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. WIDTH (W) = W1 + ,H2 z rAvao�', CML Fl. z PROD,Ict Rs�eDn PROM RVISW (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) oA�a Sg70 Date 7 4 ,�� pia dr6wi© ANCHORS M07-04 sheet 4 of -7 DESIGN LOAD CAPACITY - P8F DESIGN LOAD CAPACITY - P8F iPINDg79 DIME. WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE WIDTtI (W) tlY16TF1 (Y� SPAN A � B C D t9 -1/e' ze-,/a° 30" 37' 42' 48° 84' 60° se° 72" 38-3/8' ,so.o 130.0 930.0 130.0 130.0 130.0 730.0 130.0 130.0 530.0 130A /JOA ,209 ,36.0 130.0 ,730.0 166.1 130.0 128.7 ,30.0 92.9 ,30.0 112.8 130.0 82.8 130.0 ,00.1 130.0 74.3 120., 80.1 130.0 67.6 ,09.2 B,.s ,Soo 81.9 100.1 78.0 ,30.0 t9 -t/6° 28-7/2' 30° 3T a2• 4B' 84" 80" BB° 72° so_d/s` l�.o t3o.D t3o.o 130.0 127.6 130.0 130.0 130.0 1128 130.0 130.0 130.0 91.3 130.0 110.7 130.0 eo.s 130.0 979 13D.a 70.4 113.8 86.3 130.0 82.8 10,.1 78.8 130.6 88.3 81.0 88.3 1JO.0 81.2 827 B2.1 124.1 46.9 76.8 86.8 173.8 18-1/8` ze-,/2• 30° 37" 42' 46° 54" 60° 88° 72" �° 130.0 130A 130.0 ,30.0 toz9 130.0 124.2 ,30.0 �.6 730.0 109.7 130.0 73.4 118.8 88A 130.0 84.7 104A 78A 130.0 66.e el.a es.e ,30.0 6D.3 81.3 81.0 121.9 48.3 73.1 84.8 109.7 4i.1 88.8 49.8 98.7 37.7 81.0 46.7 81.4 t8-1/8' 28-7/2" 3D° 37" 42" 48' 64° 80' 98' 72° 74-1/4' 120.8 730.0 130.0 130.0 88.8 130.0 105.4 130.0 789 124.1 83.7 130.0 62.3 1�.8 759 130.0 849 88.7 86.5 994.D 46.0 77.8 88.2 118.4 427 88.0 dL7 703.4 38.4 82.5 48.8 83.1 34.8 68.4 42.3 84.8 32.0 61.7 38.8 n.e DESIGN LOAD CAPACITY - P8F DESIGN LOAD CAPACITY - P8F iPINDg79 DIME. WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE WIDTtI (W) tlY16TF1 (Y� MULL SPAN A B C D 19-t/s" 28-1/2° 30' 37° 42° 48° 84° 8a° B8' 72' �, va.7 130.0 130.0 130.0 828 130.0 100.! 130.0 73.1 118.2 88.8 730.0 59.3 88.8 71.9 130.0 82.2 84.4 83.3 128.8 48.7 739 88.4 1109 40.8 88.8 49.2 98.8 38.8 89.1 44.3 88.8 33.2 83.7 40.3 8D.8 309 48.2 38.9 73.8 19-1/e' 28-1/2° 30° 37° 42° ° �• I 108.5 fso.o 129.1 tSD.o 7&8 124.2 93.2 130.0 87.8 106.7 82.3 130.0 86.0 89.0 88.7 130.0 48.6 78.4 889 117.8 42.4 81.4 1028 84° � 88' 72" 21.8 34.8 28.2 37.7 85.0 48.7 01.4 33.9 84.9 41.1 82.3 56.9 49.9 37.4 749 28.3 48.7 34.3 88.8 1a -1/B" ze-1/2• 30° 37° 42° as° 64° �" 88' 72' 98, 932 130.0 912.9 130.0 e7a 1D8.7 ats ,30.0 88.4 98A 72.0 130.0 48.2 77.8 88.4 1189 42.4 88.8 81.4 102.8 37.1 eoo as.o 90.0 33.0 83.3 40.0 B0.0 28.7 48.0 38.0 720 27.0 43.8 32.7 85.8 2A.$ 40.0 30.0 80.0 18-t/B' 28-1/2° 30' 37' 42' 48° 64°47.4 80' 88` 72' 1�„ 829 133.8 100.4 97!0.0 699 989 72S 1�A 82.8 86.3 84.0 128.0 428 69.2 67.9 103.8 37.7 81.0 46.7 81.4 33.0 83.3 40.0 80.0 36.8 71.1 28.4 42.7 320 84.0 24.0 3B.8 29.1 88.2 220 35.8 28.7 53.3 DESIGN LOAD CAPACITY - P8F iPINDg79 DIME. ANCHORS TYPE GLAZING WIDTtI (W) MULL SPAN A H C • 19-1/8' 28-7/2' W. 37' 42' 4B' 120° 74.5 120.5 904 130.0• 839 88.8 86� ,30.0• a7s 79.5 57e ,T6 • J89 82.3 93.4 339 84.9 82.3 28.7 48.0 72.054° 28.4 42.7 .080°23.8 F35.0 38.4 .87.8•8B'21.8 349 47z°-320•4ao•18-1/B° 28-1/2" 30° 37° 42" 48' 54" BO' 68" 7z" 132° 879 109.5 130.0 48.9 79.0 89.J 718.8 43.2 899 52.4 1D4.7 35.0 88.8 425 84.8 30'9 48.8 57.4 74.8 27A 43.8 327 88.8 24.0 38.8 28.1 88.2 21.8 34.8 28.2 524 - 31.7 23.8 47.8 - 29.1 a19 45.e 19-1/8" 28-1/2° 30° aa" 54' 944` 821 100.4 78.3 730.0 4A.8 72.5 84.3 108.7 39.8 849 98.037° 321 51.9 77.542' L48,0 28.3 48.7 88.8 2a9 ao.o eo.o z2.o3s.e s3.3 %' OIAZ970 - ii�� AN EWL 'i GLAZING QIAZI PRODUCT PRO 1/4' DIA ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) as ' •�. .�' s •°1 Ed. ff I Q Y 1 BY --------- wDOD BUCX I�v11 FLOATING CLIP P ----------i 1/4' DIA ULTR 2 PER CUP (1 ON EACH I iG CLIP ANCHOR V WOOD 1/4' DIA. ULTRACONS IE ANGLE ., I 1 I I $14 SMS 22 X2 X 1/8' 1-32 PER ANGLEAUANGLt _ 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HFAD SUBSTRATE Ed. a MIN. EDGE DIST, MIN. EMBEDMENT w00D 1° BLOCK 2-1/2° CONCRETE 2-1/2° 1-1/2° V.V � s Z 9% OP 3 as liiou 0 JN O wQQ tc Z6 LJ Z z V IE ALL CUPS AND ANGLES TO FT SNUG INTO TUBE MULLIONS, CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU—RESISTANT COATMG% SUCH AS MMINOUS PAINT OR NIHON WATER—WHITE MERNIMYLATE LACQUER. EnW AVAQ AM" PRODUCFRBWSI D � •Y CAS aa=m111ybmvAlbdelbb qq nA ,A• 1711$82'- BuUdlagOade b 3838 Aeeopmaoa NTo Dale t7 drawing no. i MO7-04 • �`•,••;^ sheet $ of 7 . . ..• . . . ... .. .. . . . .. .. . • . . . • • • . . . • '4' DIA. ULTRACONS 1/4' DIA ULTR PER CLIP (1 ON EACH WING) 1 PER • ••• • • • ••• • • • • • • • •• • 2X 2X 1/8' ALUM ANGIA 1/4' DIA ULTRACONS 1/4' DIA ULTM 2 PER A . ..Ila'• ... •.F :.a .°,. #14 SMS 1-1/2. O.C. MIN. 3 PER ANGLE LOCATION OF SCREWS CONNECT= MOLES ITO NTO y MLM LES ARE NOT RT SNUG qjnW ANCHORS 1YPE 'D' •• .•0:0 • • . • .•• ••• •• •• •. ••• • • • • • • • • • • • S.M.S. • • • • • • • *FiANNEL• • MUwWi • • • • • • • • • • • • •• 914 •• • • ••• •• • • 11W THICK ALUM dNAN*EL • I • • • • • • LENGTH TO FH.* SIw1O IRf• MULMN • j • j B!! Mm" • • I I iE NOTCHED 1 ALLOW INSTALLATION AFTER ASSEMBLY 14 FH SMS PER CLIP FOR CHARTS A, B OR C /-3 PER CUP FOR CHART D ACCESS HOLES 1-1/2' O.C. MIN. W THIS SCREW CAN BEDWALLED N EITHER 14 FH SMS 2 X 2 K 1 8° DIRECTION I I PER CLIP ALUM O.C. MIN. 1/4° DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HE( OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DISC MIN. EMBEDMENT WOOD 1' 1-3/8' BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2- 1-1/2' ALL CLIPS AND ANGLES TO FIT SNUG INTO TU13E MULLIONS. CUPS OR MOLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BRUMR40LIS PAINT OR WATER -WHITE METIAWnATE LACQUER. 1-3/4' X r X 1/8' (FOR 28Y TUB 3/4° X 2° X 1/8' FOR (18Y TUB ALUM ANCI CUT TO FT SNUG INSIDE TTA METAL TO METAL CONNECTIOFI (a Z a� g A 4� dl3 O Hn 0 �c A 3 Z a , g� C, = oS Z aVm a y} As 1.00 ft - -dWAD AKMAV PRODUCL' RBVOW 4Hlk- FTA PE 9.7'01592,CmLlI881 BujWInSLOdO2(.09nc`•apmu°°Dawi l? H M 6L4��J+:d� dmwing no. D .,, M07-04