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WS-09-1637 �`4 ` 7 - Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 � Phone: (305)795 -2204 OR f._ Expiration: 1 Project Address Parcel Number Applicant 236 91 Street �Bk- 0190440 Miami Shores, FL 33138 Lot: DAVID MAHER Owner Information Address Phone Cell DAVID MAHER 236 NE 91 ST MIAMI SHORES FL 33138 -3128 Contractor(s) Phone Cell Phone $ 2 4 0 00.00 FLORIDA HOME IMPROVEMENT Valu (954)792 -4415 ation: Total Sq Feet: 0 Type of Work: WINDOWS & DOOR For Inspections please call: No of Openings: 21 (305)762 -4949 I Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $14.40 WS -10-09 -36088 $ 357.95 $ 50.00 Education Surcharge $4,80 _. Permit Fee $310.00 WS-10 09 $ 357.95 $ 357.95 $ 0,00 Scanning Fee $18.00 Check #: 3365 Scanning Fee $8 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $7 Total: $357.95 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 and zoning. Futhermore, I authorize the above -named contractor to do the work stated October 27, 2009 Authorized Signature: Owner / Applicant i Contractor / Agent Date Building Department Copy October 27, 2009 1 M Shores `Villa e 4 g OCT o 6 2009 BUII ding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 m ° ®m_ ° °_° �V Tel: (305) 795 2204 Fag: (305) 755.8972 U U BUILDING Permit No. INS PERMIT APPLICATION Master permit No. FBC 2004 Permit Type (circle : Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder Phone # Owner's Address a3(, )& 91 5T CKY two S�DrQb State =- C Zip �enantll,essee Name Phone # Job Address (where the work is being done) .>3(o RD L -::� 1 ' S l City Miami Shores Village County Miami -Dade Zip 3 *?> FOLIO %PARCEL # 11 -32a4� • p 15 -b `1`16i Is Building historically Designated YES NO Contractor's Company Name ::�A_ ,_kkDwc. $ c a �� H�� Phone `(,d 1,5 V ZA' Contractor's Address X 101 c7 Sw _ City -Hp� 1 a��3 C� Z1 C� State zip �jJ1Z P Qualifier Name 1.tTi ;e,1 A...o g -2) Q r-a ¢ Phone # `1 W� 911`1 IS State Certificate or Registration No. C>C (_V Le 1 UC10 Certificate of Competency No. Architect/Engineer's Name (if applicable �s3tJ iz Phone # ft 5`1 3 $4 O (o Ee b Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: []Addition ❑Alteration (]New dRepair/Replac ❑ Demolition Describe Work-loo 1 C (X D� l.< ► (\C�S�J S •- .�� l/ I 0 6 P t V ubmittal Fee $ Permit Fee $ CCF $ 14 ATOIJ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. S - In-) Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City S Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT0RNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for. the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of C) C7 200 by to - � ,1 day of 0 C . 2095 by UP-J I - - .;60 c►-��1 , who is personally known to me or who has produced who is p ersonally know to me or who has produced As identification and who did take an o as identification and who did take an oath. NOTARY PUBLI ON e4'ta - NOTARY PUB AR 3 Sign: + y r1 c s�ce� �"�° Sign: ; a�a� •. ��M�5�1 Q�b$�23.2a�2 Print: Print My Commission Expires: r•• ��3e My( APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02108106) 1 l 1111111111111111111111111111111 OR Sk 27042 Ps 37241 (fps) NOTICE OF COMMENCEMENT RECORDED 10/0912009 09.*37. A RECORDED COPY MW BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPEII HARVEY RUVI N p CLERK OF COURT ItIAHI -DARE COUNTY? FLORIDA LAST PAISE PERMIT No. 10 — TAX FOLIO NO. •3DOCo Q %4` Q 4 STATE OF FLORIDA co�sly • STATE OF LQ^IiJA, CC1lJNTY OF AIDE COUNTY OF MIAMI -DADE • 1 HERE C li= Ihatri ' is Yof� ��'• c•MK �. roe on C THE UNDERSIGNED hereby gives notice that improvements will be made to or' i ri 1 ri i A D � property, and in accordance with Chapter 713, Florida Statutes, the following in and and 7icial Seal. l o4U 98049 0 is provided in this Notice of Commencement. HARVEY R I LERK, of C G By Space above reserved for use-of recording office 1. Le ! d ti �j t f p £' rty street/acjdrsss: 2. Description of improvement: S 3. Owner(s) name and address: t T ry Interest in property: Name and address of fee simple titleholder - _ on a ome mprovement lates 4. Contractor's name, address and phone number. 4070 SW 30 Avenue Hollywood, Florida 33312 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number. Amount of bond $ 6. Lender's naive and address: 7. Persons within the State of Florida designated by Owner upon whom notices Vd ocuments ay be served as provided by Section 71&13(1}(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a e Li is Notice 9. Expiration date of this Notice of Commencement: as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. (the eViamm date is 1 yeof ►e=dbV unless a ci fe ad date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATIOOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STD CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RAND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR L AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signatu of or Owner(s)' Authorized Officer/Director/Partner/Manager ft i By U130- PE Print ame t hru Print Name KQ --> 30 A/46 Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE C7 The regoing instrument was acknowledged before me this day of B ❑ In vidually, or as for ersonally known, or ❑ produced the following type of identification: Signature of Notary Public: ARTI Print Name: DD8A7g83 (SEAL) ?.; :* MY COMMISSION # 12 VERIFICATION PURSUANT TO SECTION 92.525 FLORIDA STATUTES : ' EXPIRES December 23, 20 Under penalties of perjury, I declare that I have read the foregoing and M Fiori N - 4 18 ` �"` that the facts stated in it are true, to the best of my knowledge and belief. 4071153 Sign f Owners o ner(s }'s Authorized Officer rector/Partner/Manager who signed above: By B 123.m -52 PAM 11M7 Isom . " "' Miami shores Village ;y Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: Ito 61 DATE: J o L) I o I, Contractor Owner o Architect Picked up 2 sets of plans and (other) Address: :2, �� ®_ Cell 51"r From the building department on this,date in order to have cone ss done to plans And /or get County stamps. I urnderstanq/that the plans to be brought back to Miami Shores Village Building DepartMen k ks o , xue pem tiny process. Acknowledged by: PERMIT CLEARK INITIAL: s RESUBMITTED DATE: PERMIT CLEAR INITIAL: M i a mi S �� L V illage D e p artment Buildi 10050 N.E.2nd Avenue Miami Shores, Florida 33138 O Tel: (305) 795.2204 Fax: (305) 756.8972 f Permit No: 09 -0 .Fl Job Name: 2009 Page 1 of 1 Building Critique Sheet r 91 .ef � A 64P er n. i a gevtc• Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 'I�1vW\oAn , I:10t LM6 .......... _ -i-- _ i 4 � f rw �o ! 1 4 I �s�K� cOJ -�sj I J 7.1-i . I i :I if Iry LL ...... ..... , _ t .3 I . 1 I r q_ cols t1+ 1 + 3 n!I., �. I , J '� ®ro!' 4 + • , I - - _ • r- , + �35x'9q too T + Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app o.aspx?param- s BCIS Home Log In I User Registration Hot Topics Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map links Search Product Approval - _ USER: Public User Product AnpmvaI Menu > Product or Awficat cm Search > Application list n Deta6 -' - FL # FL5859 -113 Application Type Revision _ Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Michael La Fevre ## Address /Phone / Emall 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws,cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 / R�alph Category Windows Subcategory ' Fixed Compliance Method tIon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report Florida License PE -62514 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urlch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5859 R3 COI 510488A (Eva[ Rep PW -8300 Impact),pdf Referenced Standard and Year (of Standard) Standard Year AAMA /101/I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 1 of2 10/14/2009 9:16 AM Florida Building Code Online http : / /www.floridabuilding.org/pr /pr app_dtl.aspx?param wGEVX... Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary of Products FL Model, Number or Name Description 5859.1 8300 Vinyl Fixed 8300 Vinyl Fixed Impact Window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5859 R3 II CWS -159A (PW -8300 Impact) -n Approved for use outside HVHZ: Yes FL5859 R3 TI DuPont PVB NOA 05 -1208 02,pdf Impact Resistant: Yes FL5859 R3 II DuPont SGP NOA 07- 1116- 04.odf Design Pressure: N/A FL5859 R3 II Mikron NOA 06 -1220 01.dxlf Other: Large Missile, 76" x 62 ", DP = +J- 67.5 psf (Impact Verified By: Roberto Lomas 62514 w /heat strengthened glass, SGP). Large Missile, 48" x 72 ", Created by Independent Third Party: Yes DP = +i- 55 psf (Impact w/ annealed glass, PVB) Evaluation Reports FL5859 R3 AE 510488A (Eval Rep PW -8300 Impact).pdf Created by Independent Third Party: Yes 5859.2 PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. imits Use Installation Instructions ed for use in HVHZ: Yes FL5859 R3 II CWS -337 (PW -8300 Impact 72x76).p-�lf Approved for use outside HVHZ: Yes FL5859 R3 II DuPont SGP NOA 07- 1116- 04.pdf Impact Resistant: Yes FL5859 R3 II Mikron NOA 06 -1220 01.pd Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 76 ", DP = +/- 67.5 psf (Impact Created by Independent Third Party: Yes w/ heat strengthened glass, SGP). Evaluation Reports FL5859 R3 AE 510870 (Eval Rep PW -8300 Impact 72x76).pdf Created by Independent Third Party: Yes sack DCA Administration Depardnent of Communfly Atfa6s Florida Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (8501487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. AD rights reserved. copyright and Disclaimer Product Approval Accepts: W FM FIR E e Ya w F. 2 of 10/14/2009 9:16 AM L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510870 336 -945 -9695 Manufacturer: Custom Window Systems 19M S.W. 44" Avenue Ocala, FL 34474 Product Una: 8300 PVC Fixed Window — Impact Compliance. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9 &72.070 method 1(d). The product listed herein compiles with the 2007 Florida Building Code. Product descr#Won: 8300 PVC Fixed Window. Frames and active sash are of welded mitered corner construction. Supporting Technical Documenntationn. 1. Approval document: drawing number CWS -337, dated 6/1901 sheet 1 of 11, titled 83M PVC Fixed Window, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3530 -1, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Frame Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, *67.5.0 psf design pressure, 15.0 psf water penetration. TAS 203-94 Cyclic Pressure loading ::37.5.0 psf design pressure b) Report No.: NCTL 210- 3530 -1A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Frame Installation, AAMAIWDMA/CASA 101A.S.21A440 -05 Design pressure: *67.5psf Water penetration resistance 150 psf ASTM E18W -05 and ASTM E1996-05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, 1-67.5 psf design pressure c) Report No.: NCTL 210- 3530 -2, signed and sealed by Gerard J. Ferrara P.E National Cetdfied Testing Laboratories. Orlando, FL 8300 PVC Fixed Window, Fin Installation. TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, :t67.5 psf design pressure, 15.0 psf water penetration TAS 203-94 Cyclic Pressure loading .167.5 psf design pressure d) Report No.: NCTL 210 - 3530 -2A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories. Orlando, FL. 8300 PVC Fixed Window, Fin Installation. AAMAIWDMAICSA101n.S.2/A440 -05. Design pressure: 1-67.5psf Water penetration resistance 15.0 per ASTM E1886 -05 and ASTM El 996-05 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, *67.5 psf design pressure 3. Anchor calculations, report number 510871, prepared, signed and sealed by L. Roberto Lomas P.E. a t;e$e 1 oft'` I I I L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Clemmoru% NC 27012 Report No.: 510870 336 -945 -9695 Umfladons and Condiflom of use. • Maximum design pressure: 167.5 psf • Maximum unit size: 72 x 76 • Maximum Flange size: 77114" x 73114° • Maximum D.L.O.: 69118" x 73118' • Units must be glazed with V insulated glass consisting of 3116" Ann exterior lite- Air — laminated inboard lite consisting of 3116 HS —.09W Sentry GlasPlus Interlayer by Dupont - 311W HS per ASTM E 1300. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be white rigid PVC per N.OA. 06-1220.01. * Seri" Glasplus per N.OA 07- 1116.04. fnstaf don: • units must be installed in accordance with approval document, CWS -337. Certi fcsOm of fndqpwmd w e: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued, Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). I , :i a 2 oft'd 1koa+�:'i' S 2 c * a �e �s F - 7 PVC IMPACT REQUIREMENT.* Pl{TUE,E)NINI= ELEVATIONS (LARGE MISSILE IMPACT) 1. THE PRODUCT SHOWN HEREON IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. INCLUDING HVHZ 2. GLAZING OPTIONS: (SEE SHEET 7) 3. CONFIGURATION: FD(ED UTE'O'. 73 L MAX OVERALL F IAnGeWIDTH 4. DESIGN PRESSURES: (SEE TABLES-SHEET 7) -NEGATIVE DESIGN LOAD$ BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1900. 7r •POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST MAX UMT WIDTH PRESSURE AND GLASS TABLES ASTM E 1300. 21_ S. ANCHORAGE: THE 33113'X, STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GLASS DLO PRODUCT. SEE SHEETS 104 1 FOR ANCHOR DETAIL S. SHUTTERS ARE NOT REQUIRED. ,0 10 7. ALL FRAMES FULLY WELDED. 1 IL REFER TES REPORTS: NCTL- 210 - 3630 -1 , NOTL•210- SWO-1A , NOT1,00- 3530 -2, 77 V4• MAX RAL, VED S. SERIES t MODEL DESIGNATION PW4=. FLANG m 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY GLASS DID TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, wx UNIT HEIGHT E A p 11 ,0 10 J•ABLEOFCONTENtS 0 L` GENERAL NOTES & ELEVATIONS-1 Eg AVE. RIDA 3074 F •. ANCHOR SCHEDULE & NOTES-2-6 '1.4 OP CHART 8, GLAZING.....__ _......__.7 b > � e . ; SECTION VIEWS, ......... ___....... 8 ; 4 '� • �: 4 ATIONS •LARGE MISSILE IMPACT EXTRUSIONS & S.O.M .._ .. ......9 " i PV ' 7/1112008 INSTALLA TION DETAILS....... »_.......10 -1 f n ERFORM MCav AMINTMMWING SIMS= "t'' A OaiollAB :y aNTS "CWS -337 WUOOWBVSTFkt% MAWREPRODU MfNPMTORA9A WwTTeuaEnronoFCUSTaeWw�wsysras e+c s — ° 1 OF 11 6 r MAX ]z' MAX 00 4' MAX r MMAXOC SEE NOTE 2 'M SEE NOTE 6 4* MAX__�, tom! FT 13' MAXOC I r Liu cc ____� O I I I y I I ANCHOR (TYM I I AANCHOORR IM tTYPI f I Q ;N CH . 7 ! 07 � NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATI ON LOCATION. � 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 114°. USE SHIM WHERE SPACE GREATER THAN 1118' 18 PRESENT. S. LOAD SEARING SHIM SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118' DIM. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112° SHALL BE ACHIEVED. 6.610 WOOD SCREW ANC41M MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF I Wr INTO 2 BY WOOD BUCK. & NO WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD RUCK FOR FIN INSTALLATION. r. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. & ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. S. NOTALLATICIN ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL , i NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. � � � ' • - 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: M;htiZ- ,. V � . , a SW 44TH AVE A. WOOD - MINIMUM SPECIFIC GRAVITY OF 04.42 ` �� FLORIDA 3"74 B. CONCRETE • MINIMUM COMPRESSIVE STRENGTH OF 300 PSI. '°" . ANCHOR SCHEDULE 6 NOTES - LARGE MISSILE IMPACT Cl MASONRY - STRENGTH CONFORMANCE TO ASTM C-80. GRADE N. TYPE 1 (OR GREATER). q°` UMN or. Moa�lnRlr�ooaw�oenw %9 .2 a -- iwC FD(EDLITE AAJ 111 7 11 1J2CW1 No ri�RrroroYaTgwOOarAeim rNltusaruwaomTxeso�PnorK#' w�AO Alin' BAD NTS "CWS -33r vaurr WC.ANYR@ROWIGTIONMPAHT ORASAIRNOLB b ..' RYRRTBiP 14N�e�s'rgew:xoow SYSTEM wc.Sraaue��Rx � E'" " —�-- '. 2 O 11 •• tea• _�, �' +IYO�'A' -nc{�,:'L ° *c��e . 1Z MAX. mPI 19' MAX O.C. C►YPI RYPI Tj B_ MAX = MAX O.G� IL MAX. 1— 1Z MAX O.C. FUn L CIRC F • fIYP) E MAX tIYP) fTYP) r MAX t1YP} {rva} ice! TOMBSTONE >3• MAX O.C. IX ,O3 MAXO.C- Jr MAXC•C• r MAX ON iYP! f1YP} MAX O.C. (�IYPI MAX J3• MAX O G. f MAX ]3• MAX D.C. II• MAX I (rrY� IT1 f1YP1 � MAX I NOTE: {1YPI IJ2 iTYP) 1. SEE SHEET 2 FOR DETAILED ANCHOR V2 CIRCLJE ELLIPSE fed INSTALLATION REQUIREMENTS 2. THRU FRAME OR CLIP - MASONRYMIOOD OPENING. 3. MAX OVERALL SIZE W0 NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. 4. FOR UNITS WITH DESIGN PRESSURE OF 1975 LOCATE ANCHORS IW MAX O.C. MAX QQ � IT MAX 0jr. � 1T A MAX a Q�y�(jf r- MAX IT MAX C.C. ( IX MAX O.C. i�� • �1. � (Typ) �MAx (rm r- crm +• ilt44THAVE. I DA 3"74 m'I lam}! PLO ANCHOR SCHEDULE - LARGE MISSILE IMPAC 114 CIRCLE �° a ' ° '"RVL FOIED LITE AAJ 7111ram PAOPMETMM000t@INKT1AL ':•` .•' s n+ sP�o�TarTaoaruaaorW 'rrnsowsww4�Trr&� •• .,.1 NTS. 'CWS337 MOTIF arsrerre ui OFMWWW rorwxawu wTUrrrJ U PEPMZiStONOFCU67tiNc7WMWW $YS7H 0 B.TNR - a ° 3 OF 11 ::,,•- •..{+;+ +••.tS '. i MAX D.C. IT MAX MG. tryp) '1 .13_ MAX o.C. (TYP) (Tm { y 1 � O.C +f lr Max OCTAGON HEMGON TRAPEZOID NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME OR CLIP - MASONRY/WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR 1T- MAX O.C. WINDOWS ON SHEET 1. 4. FOR i LOCATE WITH D PRESSURE OF tl• 87.5 LOCATE ANCHORS ORS 13' MAX. O.C. A! MAX I y�;i;xoc. $ MAx I y MAXO.c. (TM crym �t1DUSE 900 SW 44TH AVE. ORIDA 3"74 � o ^•� "i "`� c; :', ,..ARCH. FLG ANCHOR SCHEDULE - LARGE MISSILE NPAC - PVCFDmD AAd ' 7111!2008 THE ZVOR IMCCNT DR AVA06 i riRnravc `� t X300 NTS CWS WWOGW S�'S13W WC. ANYREDROCWTWN K NOT ORAS awHa.2wmitlO . rw � r wa>�wtrg8eror+o�CUSmnw�owrsrs�s wC �aaorumfeo .. r •:s - 4 OF 11 �•;r:r'`•.., -'. �'E }arm^ �''�t'•< wx .O.c. O.C. 61n f f !lerJ ee y - C MAX O.C. MAX I A YX O.C. tom) Imo) 8_ VA O.C. MAX. � !L WX.O.C. .C. (irL t�N( C £ MAX oyp) MAX M C. ) � M QC t7YP} mm nym MAX in'P1 jai" c FAN NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU NAILING FIN - WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET 1. MAX O.C. MAX OA 4! MAX lI1'P) E' MAX MAXO.C. mm ¢' MAX MAX O.C. a e '� , at e Cr: '.r, r..: ; •:. •::; 1TrPf f1 tTYP) f o� .A P°9�" "ac stay SW. 44THAVE. R-ORIOA S"74 it2 FAN ..�•�.• .'+'`1¢.w.s j t q . ARcH. F1N ANCHOR SCHEDULE - LARGE MISSILE IMPACT AAJ 7/1112008 PgOPptiTARYAI®COIiWAAt. < mentFOnwtraac�rAlr�oNiweoRAVraro�tt�so tErAOar raF rare 4. BEaE4JCt1 ��. < 8300 NTS `OWS337 wwoo+ rBrarHS. acANtaoaucrtoNaaPywratasrwtotewn +�asYrnS i�P.EN0,6f8 '• s - q ' 5 OF 11 wRtrrEN PEntaysloN OFt StOMwixooW mIC A = 9: ti 4 x PQ r ixt. C MAX O.C. r MAX. O.C. (TV" MAX. O.C. CI1'I'1 C MAX MM MAX. ac. HEXAGOAl --rC APAX 0" 4 NOTE: �— 1. SEE SHEET 2 FOR DETAILED ANCHOR 8 INSTALLATION REQUIREMENTS MAX O.O. MAIL O.C. 2. THRU HALING FIN - WOOD OPENING. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR r MAX WINDOWS ON SHEET f. MAX Of C� M "m C�1 C►YF'} �) DOGHOUSE SW" AME s t Y a fro.. "t oA ryoe m ARCH. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT o 1 PVC FIXED UTE AAJ ` T111l20D8 PNDPRETARY ANDCOMPMHINA. d THE WFM% MN CONTAMED AU TXi80RWWO B THE$OW PROPERTYOFCThTOM o � � �: � '.7f900 NTS 'CWS-337 WWDDWSY$TBA&RaA YR )OMNMPMTORA$AWHOLEWncpTTE ° � . wRmm P£R OFCUBTOMWWDOWBYATEN MIS PRO"mm --pr �,�, ..:a...._. =.:;, - Q OF ff d gv i i'�� •' o � t er c44'�P+,gaPOSA �o ��0 � 4�� `i �ki• .� /�gfoa'8H4t�tk�+�t 3116'TEW 6" A91t8"AN•AF4.116 AM HEIGHT td) WpTH(AQ GLASSTYPE 12 20 28 36 44 48 66 64 72 76 NOTE: 14 A t67.5 ±675 387.5 387.6 �7S 3675 367.5 167.5 1675 187.5 1. IF SIZE INTENDED IS NOT SHOWN, 20 A *S7.5 t67.5 L7.6 X75 367 5 167.6 +67 +87 5 187.5 5 167.6 USE NEXT LARGER SIZE 26 A 1675 5 X 167 75 187.5 187 5 *673 1137.5 167.5 187.5 187.5 32 A 167.5 ±67.6 367.5 187.6 187 5 187$ 187.5 167.5 167.5 367.5 38 A t67.5 187.5 167.5 a7.5 t673 3675 367.5 187.6 t6T.5 167.5 44 A 1875 367.5 167.5 t67.5 387.5 367.5 *67.51 t673 367.6 3675 r• OVERALL t• OVEtALL 48 A 387.6 367.5 367.5 167.5 *67.5 *67.5 167.5 167.5 387.6 167.5 1 1 31ir ANNEALE 3118' TEMPERED 52 A *67.5 *67.5 387.5 167.5 367.6 1673 1671 3675 1675 187.5 1r2• ALL SPACE 112" AIRSPACE sns• LAM1aLASS arts• LAMIGLASS 64 A ±67.5 X7.5 +876 1675 *_67.6 *67.5 ±67.5 365.3 159.2 *37.1 us - A 049AU M trs• ANNEALED 72 A 1875 1675 387.6 167.5 1875 *67.5 187 1592 153 2 351.1 ' SENTRYGLASS KW 313r SENTRY GLASS PLLJS 118• ANNEALED VW ANNEALED * GUkMSS 3116" AN• A6i -5/1 B'LAMKll6'AN•AnlWAN UNIT HEIGHT (M WIT I) GLASS TYPE 12 20 36 44 48 58 84 72 76 14 B ±87.5 ±67.5 :876 167.5 *67.5 3673 ±67.5 367.5 167.5 t67.5 B 187.6 187.5 167 8 ±675 *676 167 5 1873 *87b *875 26 B ±67.5 167 267.5 .5 ±87.5 367.5 *67.5 *67.5 ±675 X7.5 GLASS TYPE B B 167.5 167.5 3675 ±675 367.5 1875 187.5 1875 367.5 38 B *67.6 ±67.5 ±67.5 i87S 1875 187.5 167.5 167.5 t67.5 367.5 44 B ±67.5 1875 187.5 A7.61 167.5 ±67.5 1675 ±6 ±8 167.5 48 B *675 2675 167.5 367.5 *67.5 167.5 ±67.5 167.5 167.5 ±87 5 62 8 W. 367.5 187 5 ±67.5 *87.5 ±67.5 ±67.5 187.5 38'7.6 187.5 t• C1/ERALL t• oY> RALL 64 B 1 367.6 47.51 *b7.6 167.6 ±875 ±87.5 ±87.51 t675 386.8 363.4 3118• HEAT STRENGTH 3118' TEMPERED 72 8 *67.5 1 ±67.5 1 X7.5 ±67.5 ±875 3673 ±67 *65 8 *59.1 156 8 318• AIRSPACE 3B• A6i SPACE 7118' LAW GLASS 7118' LAMB GLASS 3118 HEAT STRENGTH 3+18• HEAT STRENGTH 3118'WrA*1•7116" 3116 M K3 116` 3r32' $ENTRY CLASS PUJS mr SENTRYGLASSPLUS 3116 'HSA1R,7H6"LAMI(3/16°FS-A"18 "H8J UNIT HE3HT(14) 311W HEAT STRENGTH 3118• HEAT STRENGTH WDTH(I) GLASS TYPE 12 20 28 36 1 44 1 46 56 64 72 75 1 14 C.D 167.5 ±137.5 '575 ±67.5 X75 167.5 ±875 ±875 167.6 '57.5 20 C,13 167.5 ±675 167.5 167.5 3675 *676 *67.5 *67.5 367.5 *67.5 26 C.D *87.5 ±67.5 ±67.5 167.5 ±675 1673 ±675 167.5 +87.5 2675 32 C 367.6 167.5 167.5 167.5 ±675 ±67.5 167.5 167.5 ±675 ±87.5 GLASS TYPE C AGLASSPE D 38 C.D 167.5 287.5 187.5 ±67.5 ±675 167.5 167.5 *67.5 ±67.5 1675 44 C.D *67.5 167.6 I X75 167.5 167.6 ±67.5 167.5 1676 *67.51107.5 48 C.D 167.5 3673 167.5 t67.5 *67 5 ±67.5 ±67.5 167.5 *07.51 WS 52 CD ±87.6 267.5 287.5 287.5 ±67.5 :87.5 167.5 1 167.6 ±67.6 ±67.5 84 C,D 367.5 367.5 * 675 ±57.5 ±67S 167.5 187.5 III 167.5 *87.5 167b /� yr 72 G D ±67.5 3875 :875 ±675 ±675 367.5 +87 5 +87.5 ±67 6 ±137 5 lwK.. AVE. .. ::..- b CIiART 8 GLAZING DETAIL - LARGE MISS IMPACT �l,K ,• °mss � FMDUTE A 7 /tiP2008 TM PROPRIBTAMAIOiCOfl�IItAL o ']" " -• �'� r t ,. VANDM uATag WMA ANY r�os�TH�auwaueLS TCORAS A wRRiEN PR�etmoP a L ERf � s NTS 'CWS -337 wawcw BY8TEM8 uic RtUC7R1N W PART OR AB wFgi£ y .. FL 7 OF 11 PERI6ggNq(gt�IWRIOCitlV BYBTF3BS, I�R:. {S PApY11�i6D. ,i bat ..• ...... . �.:° "•� °�' " ( " :1�'�i.F�4�ti' ;° �� ma x;_ . .. 9 f�..• - -3 � - • 319':. "S ..�raP �... �� `.i . •.F� fi11 {•t UN, WMT e 1 8 5 1 6 8 t 1 a 6 8 1 t I 9 4 OVERALL FLANGE WIDTH EXTERIOR EXTERIOR TYPICAL HORRONTAL OVERALL UNIT t RANGE EIGHT EIGHT R \ r7 ED NOTE: ITEMS 9, 1144 ARE USED, BUT IGLASS EE7) NOT SHOWN FOR CLAR" 2 ATE FIN FPAME 1 i 1 TYPICAL VERTICAL SECTION AVE. ,.. rzw — �o 71 , A 4 .., . CT. VIEWS &ALT. FIN FRAME - LARGE MISSILE IMPACT PVC FIXED LITE AAJ 7111/20p8 t•� TXNCONn�wTHODA wlroc OTMGoLRraOM'Of �gTq� U� RTd►ft t$`'• -' NTS : CWS337 W WW OSMILMGANYRkPROCUCMWPARTORASAWN WII11IaSt'j' ° , FL P.aNw14' e WFUMPERMMUNOFCMOMWM MSYWMa WGISPROHMM . 8 OF it .s- ia CV. . -- item# Part# Descrl ou I H -6006B Fr., PW, Main, Head 2 H-MM Fr., PW, Maid, SM 3 ,�• 3 H -6006B Fr., PW, Main, L Jb. 1 4 H -6006B Fr. , PW, Main, R Jb. s " 1ne• 5 S-W15 Uz Bd., Fi d. (3(4" O.A. LQ) CORNER WELD (ALL MES) 1118' 6 S- 6016 az. Bd., Read. (7/8" O.A. LCx) ( * X .I:d 8 P -3752 Ca Plu ,1/2" Hole 21n8• 2 Wr 9 P -3438 Hot Melt, TruSeal, "H" mo „ 10 P-3352 Set. Blk., 85 Dur,1/8" x5/8" x2" 11 P -3684 PW- 830G4old Cert. Label NFRC Tab PVC FRAME FLANGE - H 6W69 PVC FRAME FIN - H 6006A 13 83881 Tempo LbL (NFRC/DP) 14 P-3613 CWS LbL (logo IS (3fass, Fled tne' 1 7 " 17 83113 Screw Support for PVC s!>s rns g lns' srys• s 18 5 -60()9 Gk Bd., Fad. {I" O.A. LQ) ' "' rra' PVC GLAZING BEAD - S-6009 PVC GLAZING BEAD - S 6015 PVC GLAZING BEAD - S 6016 1 3 f I SCREW SUPPORT - P -3113 9003W44THAVE ~` 6� 4 t �. FLORIDA 3"74 B. .M - LARGE MISSILE IMPACT c �'• PVC FM LITE AAJ �' 7J71/201)8 e iRS NFORYATpNC%SNTA t E PRO ~ t Y s .. 8900 NT CWS-W WMDCWSYSTEMS,INC.AWFAFRODUM MIiPARTORASAWF�t�5 LRC �UDAtA8 �I.. P .E 44 �' VWVTTEN PElUASS NOFCUST0MWNDCAN SYSTEMS, WMIS PRD•!lf1YiEQ A .. ® OF 11 °- ttd7litlSltiFi DRYWALL BY OTHERS 1 Q RUCK 1/4• MAX SHIM IBEE NOTE 2 Q 3 SHEET2) (MIL EMBEDMENT) CONCRE1ENAASONRY i i. i 1/4 MAXSHIM 4 t { CAULK PEORS BYOTHERS..•• (SEE NOTE 263 SHEET 2) •ty..tiy.. DRYWALL By C�� BY qN C A ULK BETW EEN RUO ERS K 4 ' CAULK UNDER SCREW OTHERS 8 HEAD BY INSTALLER ' ► P SY WOOD SUCK EDGE i ► BYOTHERS 815TAI1AT�NANCHOR, • +•� WINDOW A ►• SOREN CONCRETEI ~ w/ Mulm BAWD ASHER� MASONRY ti THAU 8C FlEIAt SUPPORT JAMB .>: ► 0 WOOD SCREW T BY OTHERS • • a j •r� • • + ♦ SCREW SUPPORT Rix �a. •w. p,. .w.w 1 1174• � � ►•► • e • • • • I Il EMBECa1ENTy • ' • • A r •'•• A EXTEFMOR FItrl --^ Y ' "`°• 1 BY WOOD BUCK (MIN EDGE DIET ; i . • . ► CAULK BETWEEN BUCK BY OTHERS / r '�� _I SY OTHERS • 4 . 4 .. ., A A AND OPENING BY OTHERS r ' PERIMETER CAULK s BY INSTALLER EXTERIOR FINISH PERLMETERCAIJLX il4• MAX SHIM PERIMETER �I-K BYOTHEILS BY INSTALLER i E NOTE2 R 3 SNIFFY 2t IMfM E DMFAITt EXTERIOR FINISH BY INSTALLER �,Q, aff �_S�— MOTHERS CA ULK EAD A�LLER 6 16 HOR ZGTiON HHE FRAME HEAD ANCHOR., 3115• CIA. MASONRY SCREW 'AY NEOPRENE BACKED WASHER . THRU SCREW SUPPORT WINDOW FRAME SILL IL4TALLATIOII ANpI 3116 DIA. MA60NRY SCREW CAULK UNDER SCREW wl THRU SC B ACKED WAR BY At CAULK HEAD BY MrALLER �— V4• MAX SHIM (SEE NOTE 2 d 3 SHEET 21 EXTERIOR FINISH BY OTHERS P . r •er • pp � r r ; CAULK UNDER SCREW A P . i i p• p HEAD BY INSTALLER •P•r :r� •r ttt4• WINDOW FRAME P • 1+4 • •p . P p 6 P p ► (M1P1 EMBEDMENT) BILL •r • HIGH STRENGTH STRUCTURAL p • ' • r • r GROUT BY OTHERS 0 p P p, p r A. �' P. • r ►• y •r s PP•sp •rp PEiIhWTER CAULK BY INSTALLER (SEE NOTE 22 8 SHT 2) B OTHERS ' 2-W +I D EXTERIOR FINISH BYOTHBRS SILLSTOOL o L . PREC MI L)ETAIL • a•a . 10 IYF w � •• � • e . '�•,.,,,�. 8 Y OTHERS • wa �w. • ••. a i aais••a� �,0a +i,pp'. s i wi � O t tlM USE SOLID LEVEL BY OT TOMAK t4. ;m4l SUPPORTTOMAR • • ,• + • • • a • • a i wi . • ► : •• ( EMBEDMENT) 8dL HERS •a• • w wa is • • '.: .:..':• .. ... 9W SW TH AVE y BYO a` THR FRAM E MISSILE PA ° ° 7/11 s Fq�D AAaI to PAOPf�fMYAi�CONRCHtRIY. • • � • ,r ntBS+> awearoxaarrAMroMTHIecpAwMCS reTHEtraaP L i B3CD NITS `CRl4iCr337 Ti P 14 ' WRIrT Y REFRp OM OUC A mavay ASA F OR l. .E ..645 wamEN�+► rLaFCUSrawwMao`vsrsrBlus.u+c.sn � .. - 10 OF 11 , a "1 �' '�oti rt�a_ �'L: ` 7i.,?; X6 ' #rib MOL EMSEIIMENTI 2 BY WOOD BUC 1W MAX SHIM S"TALLAT�N ANCHOR, SY OTHERS i (SEE NOTE 2 d 3 ON BHT 2) SHEATI d O >� WOOD SCREW ANOFIOR BY OTHERS CAULK BEHIND BY INSTALLER ! y /� 2 8Y THER ': BYOTHER6 M EXTERIOR FIRM BYOTHERS e!u� BY PERIMETER CAULK INVALLER , \ W Lim JAMS FRAME WINDOW WRAP •• BY INSTALLER 114• MAX SHIM SHEATHM (SEE NOTE 2 3 3 ON BHT 21 BYOTHERS-- -,,,},d`y'1_ EXTERIORFiMMS1 • " J�` • ?+ WINDOW FRAME BYOTHERS HEAD CAULK BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR, 18 WOOD SCREW ANCHOR PERIMETER CAULK BY INSTALLER F HORIZONTAL SEC tt FWIWOODI WINDOW FRAME SILT. Ufi MAX SHIM PERIMETER CAULK :• (SEE NOTE 2 9 3 ON SHIT 2) BY INSTALLER sti WINDOW WRAP ,e ~\ 2 BY WOOD SUCK BY INSTALLER SYOTHEIS a . $tr RflN� o"' INSTALLATIONANCHOR, 58 WOOD SCREW ANCHOR BYII�%LER FIN (MIN.EMSEDMENtry YO Bt g r, ,.� ADD $W d4Tk1AVE. IDA 34474 .; E VERT SECTION � ALLitT�N MISSILE IMPACT 11 F11JlWOODI '� v, F ° PVC R)MD,UTE AAA I mgr nMr490rnMmwCXWA IN TM ' VPAWM15 THE SOLE FAOPERfICOP i la Rd T�tL�AtAS P a NTS `OWS -337 WMOW SYSTEMS, MAW N IN PART ORA$ A WHOSE. FLP.Fm.l;�=14.' -. WRR7EN PERMIBW9MOP g78TOMW20C0W SYBTEMW.WG.W �' o ;• p 4 + ''s .ds' 11 OF 1 1 1 SOS Home i Log In j User Registration ( Hot Topics' Submit Surcharge Stats & Facts Publications t FBC Staff BCIS Site Map �' Unks Search ' f Product Approval 9 USER: Public User Product AQpmval Menu > Product or Appli on Search > Application Ust > Application Detail o. FL # oApproved Application Type Code Version Application Status - Comments Archived F Product Manufacturer Custom Window Systems, Inc. Address /Phone /Small 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre@cws.cc Technical Representative Michael L.aFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext 208 Ralph @cws.cc Category Windows Subcategory Horizontal Slide Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Y Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lucas A. Tumer developed the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE ?v Validation Checklist - Hardcopy Received Certificate of Independence FL12248 RO COI EvalReport- HS8200- 73x62Impact- DP75.pdf Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02/05 2002 ASTM E1996 -02/05 2002 5/20/2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certifled By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/04/2009 Date Validated 03/04/2009 Date Pending FBC Approval 03/11/2009 Date Approved 04/07/2009 mma f Products FL # Model, Number or Name Description 12248.1 :: =-8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 73" x 62 ", XO or OX. Lim of Use Installation Instructions Approved for use in HVHZ: Yes FL12248 RO U CWS -399 (HS -8200 Impact 73x62 Approved for use outside HVHZ: Yes f Impact Resistant: Yes FL12248 RO II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +60/ -75 FL12248 RO II Mikron NOA 06 -1220 01.pdf Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Verified By: Lucas A. Turner 58201 Impact. Created by Independent Third Party: Yes Evaluation Reports FL12248 RO AE EvalReport-HS8200-73x62Impact- 75. df Created by Independent Third Pa : Yes sack Next DCA Administration Lucas A. Turner, P.E., MBA Evaluation Report 162 Rocky Creek Lane Hillsboro, TN 37342 Ph. 931- 315 -0049 March 4, 2009 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, OX (or XO) configuration, 73"x62" size, 3 /16Ann — Air — 3/16- .090SGP -3/16 glass, +60 %75 PSF Manufacturer: - Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of Florida Product Approval This 9B- 72.070 (4). This product complies with the requirements of the Florida Building Code. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09. 2) Test Report NCTL -210- 3569 -1, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: TAS 201, 202, 203 1994 3) Test Report NCTL - 210 - 3569 -IA, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E., with test completion date 10/27/2008 a. Testing Performed: AAMA/WDMA/CSA I01/LS.2/A440 -05 b. Testing Performed: ASTM E1886 -02/05 and ASTM E1996402/05 4) Supplemental Calculations to support CWS -399, signed and sealed by Lucas A. Turner, P.E. on 3/3/09 Installation: Units must be installed according to approval document CWS -399. Limitations of Use: This product: * May be used in sizes up to 73" wide by 62" tall unit size (74.25"x63.25" flange size) in OX or XO configuration, with max. daylight widths of 32.4375" on the fined panel and 32.563" on the sash • Achieves a design pressure of +60 %75 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 3 /16Ann — Air — 3/16- .090SGP -3/16 glass minimum • Requires Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 07- 1116.04 • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 06- 1220.01 CertMeation of Independence: I do not have, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor will I acquire, a financial interest in any other entity involved in the approval process of this product. '' w . 1 d .a Lucas A. Turner, P.E. ..sp ° t y � 5 1�Jy.A 4e. . 4 : _ = FL PE #58201 . „• . ,. r 4 *i e PVC IMPACT RE(DUIREMENT: HORIZONTAL SLIDER ELEVATION (LARGE MISSILE I MPACn 1. THE PRODUCT MOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFKGURATKDNS. 73' OVERALL UNIT WIDTH 4. DESIGN PRESSURE RATING: (SEE TABLES4*1 3} - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TALES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE MAX. SASH WIDTH AND GLASS TABLES ASTM E 1300. S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAIL. 8. SHUTTERS ARE NOT REQUIRED, 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FD(ED MEETING 1 RAIL, HEAD & BILL 1 8. REFERENCE TEST REPORTS: NCTL - 21043589-1, NOTL•21t} SWlA 8. SERIES / MODEL DESIGNATION HS -820@. OVERALL @.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY SGT B6 SLi� 58 II t8' TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING 18 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. GLASS 13M O HEIGHT 10. THE DESIGNATION X AND O STAND FOR T1NE FOLLOWING: X - OPERABLE SASH, O . PIXED SASH DIA 11. SECTKDN CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. L 32 =211 1 MAX GL /�w .- AO t DLO LUCAS A. TURNER, FL P.E. NO. I =1 O w"DowsysrEms TABLE OF CONTENTS / Od svt No 58201 ; . ''A 1000SW44THAVE. ( _r OGALA, FLORIDA 34474 GENERAL NOTES & ELEVATIONS..._ »7 " a = * i m � ENERAL NOTES & ELEVATIONS -LARGE MISSILE IMPAO ANCHOR SCHEDULE AND NOTES-- . 2 Z'SD STATE OF i ce: DESIGN PRESSURES& GLAZING » »... - - - -3 'S + O� ;�,� �u� 8200 ` AAJ 1118120OS SECTION NS & _»»». MATE »»...» ».»...» 4 M E WORMATM CONTAN O PROPEIM OFC CUSTOM '+ +iF �'� ........ C7��' EL' HORIZ. SLIDER ' NTS C IWS m I NSTALLA T IO N IO N bETA1L3 » » »» »_ » »..» & BILL OF MATERIALS. -- A WMOW SYSTEMS. INC. ANY RM*A0X :TIOM N PARTORAS A WHOLE WITHOUT THE '� s5 `t try 6� NSTALLAIO» »» 8 WUTTEN PMOSSON OF CUSTOM WNDOW SYSTEMS, M 6 PRONWM. �'lty A R - 1OFS 131!4' MAX O.C. CIYPy r- SEE NOTE 2 12 lir I MAX 0.0. I t INSTALLATION I { ANCHORS TYP. I i I a X 1 JL I al ANCHOR LAYOUT -tFLA Ttaw�rtA►�acxa+n NOTE& 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS RECTO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1114'. 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. 4.3118` DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF i IW INTO MASONRY THRU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 V7 SHALL BE ACHIEVED. S.1H 0 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13Ar INTO 2 BY WOOD BUCK. 8. SEAL CORNERS W MH SMALL JOINT SEAM SEALANT. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING DISSI MILIAR MATERIAL MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LEN THAN THE MINIMUM STRENGTH SPECIFIED BELOW, 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING LUCAS A. TURNER. FL PZ NO. 5=1 PROPERTIES: '`tis ta� ++, A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.42 ,� + B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. All . Al g., Q, a!� . � WINDOW S)f$TLMS C. MASONRY - STRENGTH CONFORMANCE TO ASTM G90, GRADE N. TYPE 1 (OR GREATER). 0-4 t No 58701 '; 9 119 SW 44TH AVE. 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS 13,131 ! t * * OCALA, FLORIDA 34474 9Q 3TAT6 or mkt+ SCHEDLILEA N F Mmau IMPACT -` AAJ 1 11812 0 08 THE WOMATMOONTAM G �w FRYOFGM t y 4FS • { •. Rte •• G�� a WOWNSYMMS �auRW=MINPART,�reaaOi+Er THE + + +r�jakA �``� NORIZ SLIDER � :20 8399 HEIGHT W"" (N} GLASS TYPE 177/8 291/2 31 1/2 35 1/2 1/2 411/2 431/2 49 511/2 531/2 551/2 591/2 73 NOTE: 24314 A +80 %75 +60/ -75 +60%75 -75 +6W-75 +601-75 +80%75 +60/ -75 +60 %75 +60%75 +80%75 +60 %75 +60/-75 1. IF SIZE INTENDED IS NOT SHOW, 271/2 A +60 1-75 +W -75 4W/ -75 +M-75 +601 -75 +W-75 +60 1-75 +W-75 +60%75 +60 %75 +w-75 +m/ -75. +w-75 USE NEXT LAMER SIZE 29112 A +60/ -75 +W-75 +60 / -75 +6W -75 4W-75 +W-75 +W-75 +W-75 +601-75 +W-75 +60%75 +60%75 +60%75 311/2 A +60 %75 +M-761+60/-75 +W-75,+60/-75 +6W-75 +60 %75 +60 %75 +60/-75 +6W-75 +60/ -75 +601 -75 +601 -75 351/2 A +W-75 +60%75 +60 %75 +W/ -75 iW/ -75 +6W -75 +60/ -75 +60%75 +6W -75 +W/ -75 +601 -75 +601 -75 +6W -75 391/2 A +60 %75 +6W -75 +60/-75 +SW -75 +601 -75 +60/-75 +60%75 +60 %75 +601 -75 +601 -75 +W-75 +8W -75 +6W-75 41112 A +801 -75 +M -75 +W-75 4M/ -75 +6W -75 +8W -75 +60 %75 +6W-75 +60 %75 4W-75 +60 %75 +60/ -75 +W-75 431/2 A +80 %75 +60%75 +W-75 +60 %75 +fiW-75 +6W -75 +W-75 +W/ -75 +60 %75 +801 -75 +60 %75 +6W -75 +W-75 471/2 A +601 -75 +6W -75 4M/-75,4W-75 +6W -75 +M/ -75 +60 %75 +601 -75 4-60/-75 +60/-76 +801 -75 51 112 A +80 %75 +60/-75 +SW -75 +601 -7 +60/ -75 +60/-75 +60%75 +60%75 +6W -75 +6W -75 +60/-75 +60/ -75 +601 -75 114 A +60%75 +60%75 +80%75 -75 +60/ -75 +6W -75 +6W-75 +601 -75 +60 %75 +60%75 +60 %75 +80 %75 +601 -75 A +6W -75 +60/ -75 +60%75 -75 +W-75 +W -75 +6W-75 +60/ -75 +60%75 +601 -75 +601 -75 +60%75 Ire" OVERALL INSULATED GLASS 3n8" ANNEALED GLASS V4 AIR SPACE 7110 LAMINATED 3n8" ANNEALEDGLASS .M SENTRY GUS PLUS 3n8 ANNEALED GLASS SIKAFLEX 6MOR HOTMELT TRUSEAL "W i 11E" GLASS SITE 8 LUCAS A. TURNER, FL. P.E. NO. 88 M utinerq 1 �4p,S4QREIM QL.ASSTYPE a ��.` p°�,.�.......... fi Gpj'.,'� y�N ©aw 5Y No 58201 'P % 44THAVE. OCAiA, FLORIDA 34474 firE Mm STATE OP ';t7 +' DP CHARTS t GLAZING DETAIL - LARGE MISSILE IMPACT THE INFPRMATgN CONTAPd�£DDRAWIFKi PROPER7YOF CU8TIXd � OAS G~�r• 8200 ' AA3 11/8x2008 WMTTEN �oP�Tae � AV* EE +��sid • +��• HORIZ SLIDER NTS s : GWS399 3OFO OVERALL UNIT WIDTH 19 1 4 1 3 7 9 ao 8 INTERIOR EXTERIOR NTERKA 1 11 f t 1 1 1 6 OVERALL FLANGE WIDTH FLANGE UNI OVERALL TYPICAL 5 O LEM ON HEIGHT HEKW i � � mmiT i momaA8HCUTAWAY t SEE GLASS TYPE DETAIL. SHT. 3 1 1 i t 3 t ' 2 CC1 TYPICAL VERTICAL SECTION ® N0T��4Y8FIXEDUTEgJTAWAY _TYPICAL VERTICAL SECTION LUCAS A. TURNER, FL. P.E. NO. 5=1 WMSM" SASH CUTAWAY zs ��uuar� r QP`• .. j OJT.. ..�•• ti S °• �'L� + 'MNDOW SYSTEMS AND 22, 2.29.36.41. 43 .,^.',".- Z -4 No 5=1 : 'A : 1800 SW 44TH AVE. HO . 53, FOR 64 ARE CLARITY, BUT NOT : r ; * t E7N DA 34474 �j VIEWS - LARt3E MISSILE IMPACT : STATE of : W +' : AAJ 16!2008 11 THE MFOR6AATION CONTAWED �A PROPERTY OF CUSTOM r�,+0�� ••�i...... *�?\�,` w ICOW �E � �Tqd W�PmOW 8' P , R 6 PA ��er THE rt�„ ` SLIDER NTS — ' CWS 389 40F6 - gem* V oidw I FRAME CORNER FF8QR1 I thain SIR 1H ,. w r. ad 3118' ---+( CONSTRUCTSON a 's ,wfHp6 1 9 mm ME wohPVQL& 1n8' 23/18" � 4 }1 wf J1. fAVIDn 1nG 1n8' }F8 ? PVC 1 g 211118' 2 8 C 1 1518' 10 1498 Sastb Hal 3 t b18 7 11 4 CORNER WELD V 81878 Ftlw track ravmvk �13H b {ALL S{DES? 1 13 14 840 Sm AdSM wt PVC FRAME FLANGE -6031 PVC SASH MTG. RAIL -6027 PVC SASH SIDEIBTM RAIL -6004 1 a 8 8-1577 MOOR Kay� 17 ardem m 1ltilt8- 18 p4w I L"I pect. wC 19 Ft4= Kwm bWOL w 2D OW WO Mw F Nt ►+ 1n8' 1 818 M MR M3,., x.187 r re, 1 sw 1 a I= MEBnN3 RAI pqm 2;i tt x 9 8. 1• tne" OUTER�AM x 21 PM48W A8x818'tL m ""° PVC SASH BTM. RAIL -6026 REINF. S.B.RJS.S.R. -1498 REINF. SASH MTG. RAIL -1497 28 if2` ALUMINUM 6063 -T6 ALUMINUM 6063 -T6 29 ' ON PAW 5W 2 718' --i x BIB' x 2' Lmr b 1 118' at 7 q 3n8I J78' A 3H 7 s• a A t d6+a I /1r 1 1 t �.. I Mir 1 33 P #SxSWFhPHIW Fbdwll V8• 17/8' 34 rer 3113 So Support eam 1 bns 1 1/.t x y3 • 38 � ---- 1 1 HEAVY DUTY MEETING RAIL -1681 PVC K SCREEN CATCH - 6013 PVC SCREEN SUPPORT - 6014 RCJLLER TR 1678 a• 30' Food FIN &W Cob 39 S-15M he CMN ALUMINUM 6063 -TS ALUMINUM 6063 -T6 1 12 araem�t aec an for 1 k 41 tmd 1J4' 48 8 trams 4 p P3921 GTmrwr lbnb' 1118" �— - fns aS REINF. SASH RAIL -1699 WIT a7 scream rr ALUMINUM 6063 -T6 PVC GLAZEBEAD -6064 SCREW SUPPORT 3i 13 d3V mray LUCAS A. TURNER, FL. P.E. NO. MW 0 3mr � � / .,�• � vAor N3F� �� wr W SYSTEMS Z-4: No Bawl ;x+ 1800 Sw44TH AVE. 7A' : 4 ; * 's � � OCALA, FLORIDA 34474 acrRUSIONSt .O.M: LARGE WSSILE IMPACT bzoo : Am re tlti zoos PxoProerstvnrat •... ..... ~n� °�?, to HOAR SLIDER NTS ' CWS 389 FRAME IMPACT HOOK -1577 ' �� A � WA OIW�TTME �'� ALUMINUM 6063 -T6 WFUTT I M PEFAMM OF CUSTOM WOMOW 84WEMS. NM I S P90H1SM. '�tMi�tlr7l�ii�� E — ' SOFS I BY WOOD BUCK 1!4' MAX SHIM 1 , CAULK BETWEEN BUCK DRYWALL BY BY OTHERS (SEE NOTE 2 & 3 ON SHT. 2) {MIN. EMBEDMENT) AND OPENING BY OTHERS OTHERS 3 r }, 114" MAX SHIM t X14 ti HE CONCRETFJMASONRY • rr • r r • (SEE NOTE 2 & 3 ON SHT. 2) HEAD BY INSTALLLER CONCRETEIMASONRY BY OTHERS • s • CAULK UNDER SCREW ► . O THERS BY �, O7FIE� 4 8 HEAD BY INSTALLER s 0 OTHERS INSTALLATION ANCHOR, 3116" DUI. INSTALLATION ANCHOR, CAULK BETWEEN SUCK BACKED SCREW wMEOPRENE • #10 WOOD ANCHOR W BACKED AND OPENING BY OTHERS BACKED WASHER TI..- BREW +' A WASH SUPPORT. SUPPORT. .: . • . • 2 BY WOOD BUCK BY OTHERS e • O a a D a a ; •• a • ' fl Rg BY 4 4 . WtNOWN JAMB FRAME ;� � � `► A •'' ' I BY WOOD BUCK v FRAME PERIMETER CAULJC �} BY OTHERS JAMB BY INSTALLER CAULK BETWEEN SICK ER8 EOXMtERIOR FRNISH OCTERIOR FINISH AND OPENING BY OTHERS BY OTHERSINISH CAULK BYOTH£RS BY PEMMETER CAULK IAt MAX SHIM HORIZONTAL SECTION HORIZONTAL SECTION BY INSTALLER - (SEE NOTE 2 & 3 ON SHT. 2) FRAME (WOOD) FRAME (MASONRY) CAULK UNDER SCREW HEAD INSTALLATION ANCHOR, 3116' DW. DIA. BY INSTALLER MASONRY SCREW %#NEC PRENE RY SCREW RENE 13AGM WASHER THRU SCREW BACKED WASHER W TALLA71ON ANCHOR, 3116' DIA SUPPORT. suPPORT BACKE MASONR S� THRU SILL CAULK SCREW NDE SUPPORT. BY INSTALLER VVNDOW PERIMETER CAULK 114' MAX SHIM 8 !'BANE BY INSTALLER (SEE NOTE 2& 3 ON SHT.2) EXTERIOR FINISH p • • • r D CAULKUNDER SCREW HEAD BYOTHERS r D � � � • + � • ► BY INSTALLER p * D • ¢ D . •r P .• ► PERIMETER CAULK HIGH STRENGTH STRUCTURAL A, �►' •A • � p • • A A A p C• p BY INSTA GROUT SY OTHERS p DD D' D p ° D . p . • ► . • . r ` ► 114• MAX SHIM • • A p. r D r D D• A. EXTERIOR FINISH F (SEE NOTE 2 & 3 ON SHT.2) BYOTHERS r? + . o : , • i s BILL CONCRETEIMASONRY BY OTHERS . + a . • �• ° . : a :; TF LUCAS A TUR FL P.E. NO. 6=1 p . w a • �a a • . a .� ` —LASE SOLID WOOD FRAME (MASONRY) • . 8-0. a a • a a , • a a . SUPPORTTO MAKE ,` ; �uuurrir r fox � ••s.q� ►• s.. s a, .. a.�a SILL LEVE,13YOTHERS ►� PK T r 4 •s • • • • • • >• •, � ••a• �+i � •a• � ap,.�o:,,• *�y� GENgF�+Q�. +. WINDCS� y v t N o 5=1 • ,73 : 180Q sw 44TH AVE OCALA, FLORLDA 34474 C ONCRETEIMASONRY ,. _ INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT BY OTHERS '7ti: STATE OF ,4U 8200 ' AAJ 11 /8l200S VERTICAI.SECTION THE00VA lAMMWWAN � W PROPERTYOMM M , � { a��S `{ O � :y'NG�� HORIZSLiDER NT$ Cw &m FRAME (MASONRY) wpmm rr P WM0F�7QM W= v YS 0. N IS r� E ,rr ris+��A„ +i" ' - ' 6 OF 6 03/02/2009 - 6:01pm troyb FA03 Elements110 Loadhig\l l Calculators\ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg t io7 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCITY =146 MPH ARK-w,0 DE LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BA SE D ABLE NOTES 5 I k* TERIOR ZONE 4 PRESSUR EXTERIOR ZONE 5 PRESSURE INSTRUCTIONS FOR TABLE USE: FOR ALT Kd DESIGN PRESSURES PSF) - Zone 4 :., M ean DESIGN PRESSUR 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS Mean ES S - DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. Roof Tdbutory Area (SC Ft) Roof Tribute Area Ft USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. Height 0 18 20 25 30 35 40 46 60 :Hetht 10 15 20 25 30 36 40 45 50 2. FOR SITUATIONS THAT REQUIRE Kd =1 0, TABLE VALUES ARE UNDER - DESIGNED BY A -50.4 -492 - 48.3 - 47.6 - 47.1 -46.8 1362 . 45.9 •45.6 - 59.8 -58.0 - 56.7 - 55.6 54.6 - 53.8 -53.1 -52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 0 -15 ft 0 -15 ft 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. +462 +44,4 +43.7 +43.1 442.7', +42.3 +41.9 +41. 5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 10° 16 ft 51.1 139.8 -49.0 48.3 47.7 -47.3 4618' -46:2,`' 16 ft 6 -58.8 .57' '5 - 56.3 55.4 54'6 - 53'9 -53'2 SHALL BE PERFORMED' BY AN ENGINEER ASJ4.$ITE SPECIFIC CONDITION. +47.1 45.9 +45.0 +44.3 +43.7 +43.3' +42.9 +42.5 +42.l" +47.1 .9 +45.0 +44.3 +43.7 +43,3 +42.9 +42.5 +422 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT I ZZ 51.1 -502 -49.5 A8.9 - 48.4 48 47.7 47 3 821 60.3 58.9 57.8 58.8 55.9 552 54.5 CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 1g 18 ft 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 ASSUMPTION. ft -53.5 522 51.3 50.6 -M.0 -49.5 -49.1 .48.7 484 ft - 66.1 - 63.5 .61.6 -602 59.0 -58.1 57.2 56.4 55.8 7. CALCULATE THE;TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR +49.4 +48.1 +47.1 +46.4 +45.8 +45,3 +44,9 +44,5 +44,2 +49.4 +48,1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS 54.6 53.3 52.4 51.6 51.0 - 50.5 50.1 49.7 139:4 . 67.4 - 64.8 .62.9 51.4 -602 592 58.4 57,6 N.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL 22ft 22 +50.4 +49.0 +48.1 +47.4 +46.8 +46,3 +45.8 +45.4 +45.1 ft OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +46.8 +45.4 +46.1 AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL "56'6 54.3 53.3 52.6 -52.0 51.5 -51.0 -50.6 -50.3 24 ft - 68.7 - 66.0 54.1 -62.6 51.4 -60.3 59.4 - 58.7 58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER 24 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +48,3 +45.9 +51.3 +49.9 +49,0 + 482 +47.6 +47.1 448.7 +46.3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 56.6 552 -542 - 535 529 52.3 51.9 -51.5 51.1 28 ft 698 57.1 65.1 63.6 62.4 61.4 60,4 59.8 58.9 8 IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER 26 ft THE FIGURE OR INFORMATION BY OTHERS, ANY QUESTIONABLE OPENING IS TO BE +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 +522 +50.8 +49,8 +49,1 x+48,4 +47.9 +4t#L . +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 57.5 56.1 55.1 - 54.3 53.7 532 52.7 - 52.3 51.9 - 70.9 582 - 662 - 64,6 : A - 63.4 •62.3 51 4' - 60.6 59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 28 ft +53.0 +51.6 +60.6 +49.8 +492 +48.7 +482 +47.8 +47.4 28 ft +53.0 +61.6 +50.6 +49 $; :t+492 +48 7 +482 +47.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE. 59.3 56.9 - 55.9 55.1 54.5 53.9 5.5 5 33.1 52.7 72.0 - 692 67.1 55.6'' -64.3 532 82:3 -615 -60.7 GENERAL NOTES: ft +83,8 +52.3 +61.3 +50.8 +49R +49.4 +48.9 +48.5 +48.1 30ft +53.8 +52.3 +51.3 +50,6' +49.9 +494 ;X46.9 4485 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY .4 32 ft -73.0 - 70.1 58.1 -865 -862 -841. , 63.1 -62.3 -61.8 32 ft 59.1 57.7 58.7 55.9 5 52 54.7 542 - 53.8 53 VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. +645 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 +54.6 +53.1 +52.0 +51.3 +50.6 +50,1' +49.6 +492 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 598 68.4 - 57.4 56.6 55.9 56.4 549 54.6 54.1 -73.9 -71.0 -68.9 57,3 56.0 -64.9 54.0 83.1 62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft 34 ft COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING +552 +53.7 +52.7 +51.9 +61.3 +50.7 +502 +49.8 +49.4 +552 +53.7 +52.7 +61.9 +81.3 +50.7 +502 +49,8 +49.4 BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE ft 50.6 59.1 58.1 57.3 56.6 56.1 -55.6 55.1 54.8 ft -74.8 -71.9 - 69.8 -68.1 ` 46 55.7. 64.7 63.9 -63.1 VALUE USE IS OFFERED HEREIN. +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED 81 3 59.8 58.7 -57.9 + 53 .1 57.3 -58.7 582 55.8 -55.4 75.7 -72.7 -70.8 68.9 67.6 88.5 85.5 84.8 63.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER 38 ft 6 15 +55 .8 -W.7 +52.5 +51.9 46 .4 +51.0 +55 38 ft +58.5 +55.0 +54,0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 APPROVALS FOR DESIGN &INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 52.0 -60.5 59A - 58.6 57.9 -57.3 -56.8 56.0 - 76.5 73.5 -71.3 - 69.7 - 68.3 . 672 -662 55.3 -64.5 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II 40 ft +57,1 +55.6 +54,5 +53.7 +53.0 +52.5 +$2.0 '454:5 +51.1 i , 40 ft +571 +55.6 +54.5 +53,7 +63.0 +52.5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH-ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. 42 ft -62'6 .61.1 - 60.0 592 -58.5 57.9 574 57.0 56.6 - 42ft -77.3 -742 -72.1 -70A 59.0 57.9 -66.9 56.0 652 TOPOGRAPHIC FACTOR'KYt =1.0 FOR FLAT:TERRAIN USE ONLY. THESE TABLES NOT VALID FOR +57.7 +562 +55.1 4-54.3 +53.6 +63.0 1 +52.5 +62.1 +51.7 +57.7 +562 +55.1 +54.3 +63.6 +53.0 +525 +62.1 +51.7 HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi = +/ -0.18) ENCLOSED BUILDING ONLY. -632 -61.7 -60.6 -59.7 59.1 585; 58.0 57.5 87il- -78.0 -75.0 1 -72.8 -71.1 - 69.7 . 685 - 67.5 -66.6 .65.8 VERIFY USE OF Kd-Q,85 (DIRECTIONALITY / FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ ` ft +58,3 +56,7 +65,7 +54.8 +54.1 +53;6 +63.0. +82,6 +622 44 ft +68.3 +58.7 +55.7 +54.8 +54.1 +53.5 +53.0 +525 +522 = HIGH VELOCITY HURRICANE;ZQN(-PROTECTION ARE FOR WALLS AND VERTICAL SURFACES ONLY. ..2 -60.3 59.6 .59.0 ' %A -58.1 -78.8 -75.7 i »57.7 ._ " � ft 73.5 71.8 - 70.4 592 582 -6'7.3 -66.5 S. ADHERE TO ALL LOCAL FFE RE -638 -623 -61 oR: HE IN SYSTEM ORDINANCES. 46 ft 6. NO CERTIFICATION IS OFFERE[ THE INTEGRITY OF THE HOST STRUCTURE. +685 +573 + 562 +553 +54.8 +54A +53:5' .11I! +52.7 +58,8 +57,3 +562 +55.3 +54.6 +53,0 +53.6 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIOED HEREIN, NO ADDITIONAL CERTIFICATIONS OR -64.4 -62.8 51.7 -60.8 50.1 59.6 59.0 -58.6 582 - -79.5 78.3 -74.1 -72.4 -71.0 89.8 68.8 87.9 57.1 AFFIRMATIONS ARE INTENDED. 48 ft +59.4 +57.8 +56.7 +555 +55.1 -+54.5 +54;0. '+53;6 +53.9 = _411 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40 °h OF -MRH, PEAK ROOF ft 54.9 53,4 -622 51.4 50.7 -60.1 59 5 , 89.1 - 58.T�..` ft - 802 77.0 -74.8 -73.0 -71.6 -70.4 -%A -68.5 57.6 WHICHEVER IS SMALLER; BUT NOT;LESSTHAIY� °!d OF LEAST HORIZONTAL HEIGHT +59.9 +58 3 +572 +56.3 +55.6 +55.0" "+54.5 +64.D +53:6 +59.9 +88.3 +572 +56.3 +65.6 +55.0 +54.6 +54.0 +53.8 DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 52 ft 55.5 . 63.9 52.8 51.9 512 -60.6 50.0 59.6 -%.2 52 ft '80'8 -77.6 -75.4 -73.6 -722 71.0 59.9 -69.0 -68.2 EVE ROOF 460.4 +58.8 +57.6 +56.8 .1 +55.4 +54.9 +54.5 +54.0 +60.4 +58.8 +51.6 +56.8 +56.1 +55.4 +54.9 +54.6 +54.0 a a HEIGHT 54 ft 56.0 - 84.4 53.3 52.4 -61.7 .0 .5 8�.1 -5j.6 54 ft -81.5 -78.3 -76.0 -742 -72.8 -71.6 - 705 59.6 -68.7 t-} { HOOF +60.8 +692 +58.1 +572 +56.5 +66.9 •96.4 +54.9 +54.6 +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +64.9 +54.5 56.5 54.9 - 63.7 -62.9 $2.1 .6 .0 6 5 .1 • ft ft 82.1 78.9 -78.8 74.8 -73.3 -72.1 -71.0 -70.1 59.3 ® I Q 4 +61.3 +59.7 +58.5 +57.7 458.9.456.3 •96.8 •55.3 +54.9 • +613 +59.7 +58.5 +57.7 +56.9 +56 +55,8 +55.3 +54.9 Cj I J O -65.8 . 64.7 - 63.8 - 63.0 -82.4 -61.9 .61.4 -61.0 ft - 83.3 -80.6 -77.7 75.9 -74.4 -732 -72.1 60 ft .67.5 -71.1 -70.3 ELEV ATION SQ +622 +80,6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +65.7 +822 +60.8 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +553 WALL ZONE FIGI � IS C a y e IN I E� •' oL • FILB 2007 FLORIDA BUILDING CODE ENGINEERING �g oz ® s t� m RrVIiEFOR07TiBC• SB 0 09 EXPRESS o m 0 ml' ?r m ASCE 7 -05, MRH = 0 - 60 FT �0 , . C _ DESIGN LOADS FOR 160 SW 12th AVENUE, #106 ko z 9 (.n ;K •• • • - - - COMPONENTS &CLADDING DEERFIELD BEACH, FL 33442 (n W lSD9CUMENTIBTHEPR4PER74�0aF� PH: (954) 354 -0660 FAX: (954) 354-0443 O OT � o O I!: : "� PE OR T r -u z N f EA WWW.ENGEXP.COM �s o • MARKINGS TO THIS DOCUMENTARE NO PERM AND CERT OF AuTH asses �y INV ALIDATE OUR CERTIRCATION. { o'. 4 JJ 7 9 ` i 9 cy -- F4 — – - T -- - -- _ a - _ - -- r x j i ,ter -- , -- - ' 0000 0000. l .♦ 00 .. 000 . . 00900: so 00 P p d S�IOOI�'iV1O1 1138Wf1N�OOld <1tiJ13Rd�t� _. �8�dO21tdj¢3d1LL ? , B�flUU'f�l�d�}3'1 `; �W�lfa?t3WOi�(1,3 ;. 31VQ3)fnsv3W Mij,E)MZ1f1S1131k ;e exsr saeaaciaaa - auucrga �ezgagaog� + Florida Building Code Online rage 1 or � SCIS Home i Login I User Regi I Hot Topics I submit Surcharge i Stats & Facts I Publications Fee Staff I Bas sme Map Unks i Search I Product Approval USER: Public User ,. - - -__. - - + Qro6ct Approval Menu > Product or Aoolk`adon Search > Application Ust > Appiicatioo Detail FL # CApproved Application Type f , Code Version. Application Status Comments Archived Product Manufacturer Custo�m �n Systems, °IrL �r Address /Phone /Email 1900 SW 444 Avenue Ocala, FL 344 (352) 368 -6922 Ext 207 mlafevreQcws.cc . Authorized Signature l// Mich a UFevre mlafevrecws.cc Technical Representative Michael Fe ,re ## Address /Phone /Email 1900 SW 44 Avenue Ocala, FL 344 4 (352) 368 -69 2 Ext207 MLaFevre@ , s.cc Quality Assurance Rep \ entative Ralph Em Inger ## Address /Phone /Empll 1900 , 44th Avenue m Window Systems, he. Ocala, FL 34474 (352) 368 -6922 Ext 20$ Ralph@cws.cc Category Windows Subcategory Fixed • • Compliance Method aluation Report from a Florida ReldtereS ArchltgeL+dr%Licensed • 0 Florida Professional Engineer 00000* • • • • • • • • • • • R Evaluation Report - Hardcopy R+etel: 0 • Florida Engineer or Architect Name who Roberta Los "' • • • • • 00000 developed the Evaluation Report • • • • • • 0#0 • 00000 Florida Ucense PE-62514 / • • • • • • • • • • • • Quality Assurance Entity Keystone Certifications, Inc. • • • . • • 0 Quality Assurance Contract Expiration Date 12/31/2010 • • 0000 0 Validated By Steven M. Urich, PE • 0 0000 • • lw Validation Checklist - Hardcopy RL*cel%ltd • * 00 0 • • Certificate of Independence Fl s8sg R3 COI 510488A (Eval Rep PW 8300 ImoactLodf Referenced Standard and Year.(of Standard) Standard Year AAMA/101/I.S.2 /A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 r•,loncla -building cocte unllne rah L uI PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/05/2009 Date Pending FBC Approval 01/0912009 Date Approved 02/03/2009 IS= mary of Products FL # Model Number or Name Description 5859.1 118300 Vln 1 Fixed 8300 Vinyl Fixed Impact Window. It f Use Installation Instructions Ap roved for use in HVHZ: Yes FL5859 R3 II CWS -159A (PW -8300 Impact) pdf Approved for use outside HVHZ: Yes FL5859 R3 II DuPont PVB NOA 05 -1208 02 pdf Impact Resistant: Yes FL 5852 R3 L DuPont`SGP NOA 07 1116 -04 pdf Design Pressure: N/A FL5859 R3 II Mikron NOA 06 -1220 01 pdf Other: Large Missile, 76" x 62 ", DP = f/- 67.5 psf Verified By: Roberto Lomas 62514 • (Impact wheat strengthened glass, SGP). Large Missile, Created by Independent Third Party: Yes 48" x 72 ", DP = +/- 55 psf (Impact w/ annealed glass, Evaluation Reports PVg) X859 R3 AE 510488A (Eva1 Rep _PW 8300 Impagt).pdf Created by Independent Third Party: Yes 5859.2 PW -8300 Vinyl Fixed PW -8300 Vinyl Fixed Impact Window. Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL5859 83 II CWS 337 (PW 8300 Impact 72x76) pdf Approved for use outside HVHZ: Yes FL5859 R3 IL DuPont SGP NQA 07- 1116-Q4 0f Impact Resistant: Yes FL5859 R3 II Mlkron NOA 06 -1220 01 pdf Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 72" x 76 ", DP = +/- 67.5 psf Created by Independent Third Party: Yes (Impact w/ heat strengthened glass, SGP). Evaluation Reports FL 5852 R3 AE 510870 (val Rep PW -8300 Impact Created by Independent Third Pa : Yes Back Next n[7e AdminktraHon • • • • • • • Department of Community Affairs *:*:*a • • • • • * 06:0 Florida Building code Onitne Codes and Standards • • • • • • 2555 shumard Oak Boulevard • • • • • • • • • • Tallahassee, norlda 32399-2100 • • • • (850) 487 -1824, Fax (850) 414 -8436 9408 000* • • • • • p 2000 -2005 The State of Florida. Ali rights reserved. Cwridght and DIsc+ m r • • • • • • • • • • Product Approval Aecepts: • • • • V"r1b14n ryy y • • • • • • • • •• • • •• • • Yd nll4! • • • L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford lid. Clemmons. NC 27012 Report No.: 510488A 336- 445 -9695 Manufacturer: Custom Window Systems 1900 S.W. 40 Avenue. Ocala, FL 34474 Product Line: 8300 PVC Fixed Lite -- Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9 13-72.070 method 1 (d). The product listed herein complies with Requirements of the Florida Building Code. Product description: Fixed window, impact resistant made of white rigid PVC. Frame is of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -159 Revision A, titled 8300 PVC Fixed Lite, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: Report No.: NCTL 210- 3169 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure, i67.5psf design pressure, 15.Opsf water Infiltration TAS 203=94 Cyclio Pressure Loading *.67.5psf design pressure 3. Report No.: NCTL 210- 3169 -1A; signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. ASTM E 1886-02 and ASTM El 99"2 ASTM E 1886/E 1998 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 18881E 1996 Cyclic Load Test, ±67.5 psf design pressure 4. Report No.: NCTL 210 - 3275-1, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL. TAS 201 -94 Large Missile Impact Test . TAB 202 -94 Uniform Static Air Pressure, t67.5pef design pressure, 15.0psf water infiltration TAS 203 -94 Cyclic Pressure Loading ±55.0psf design pressure 5. Report No.: NCTL 210- 3275-1A, signed by Gerard J. Ferrara P.E National Certified Testing Laboratories, Orlando, FL.. ASTM E 1886 -02 and ASTM El 9W02 ASTM E 1886/E 1.996 Large Missile Impact Test, Level D. Wind Zone 4 ASTM E 1886/E 1995 Cyclic Load Test, t55.Opsf design pressure. 7. Anchor calculations, report number 510181A, prepared, signed and seated by L. Roberto Lomas P.E. Limitations and Conditions of use: Unit Size Max. D.L.Q. Design Pressure Rating • jhWact atin ' • • • U to 48 "x72" 45 *55.0 psf brq& Issr elm act ' • Up to 62 "x76" 591/8 "x731/8" ts7.5 sf La a acid Small 0 6s l ib Im a • • Units up to 62°x78" must be glazed with: 7 /8R IGU consisting of outboard Me 3/16" HS • A�r . iaminaNctifitaoard ` iite consisting of 3/16" HS'—* 0.090" Sentry GlasPlus by Dupont — 3/16" HS per ASTM 9VA0. ` • •; • • • Units up to 48 "x72" may be glazed with: • • • • • • go*** o 7/8" iGU consisting of outboard lite 3116" Ann — Air — laminated Inboard life ddhsts'ting of 1/8" Am? • • • • • 090" DuPont Eutacite PVB Intedayer -118" Ann per ASTM E 1300. ; • •; • • • • 0 7/8" (GU consisting of outboard lite 3116" Ann — Air —Laminated inboard lite considng of 1 Wr , .,,�.. •:. •. •, .o90" Solutla Saflex interlayer —1/8" Ann per ASTM E 1300. • • °.:�. • • : • �� ... • • • • _ • s - . •t..•.• • DuPont Butacite interlayer per NOA 05- 1208.02 • • .�,t .� 4 - t ., • ,. - •� • Solutia Safilex interlayer per NOA 06-0206.01 Z � • Sentry GlasPlus per N.O.A. 07- 1116 -04. x r • This product is rated to be used in the HVHZ' • This product is impact resistant and does not require impact protection In wind bome de f!.,��,�; e Frame material to be white rigid PVC per NOA 06- 1220.01 ;•^ `" f .:�` o �. _ • :,� 1 of 2 Lids R. Lom " . r'' L No.. 62514 10!0112008 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510488A 336 - 945 -9695 Installation: • Units must be installed in accordance with approval document, CWS -159 Revision A. Certiffcatlon of independence. Please note that I don't have nor will acquire a financial interest In any company manufacturing or distributing the product(s) for which this report is being Issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). so 0 000.0• • • • 000..0 - 000000 • 0000 • 0000•• • 000000 • 0 • 00.00• 0000 •••. • • • • • 0000 0•06 0000• 4 • 40.06• 000 • 00006 66 •• •,06.640 � • •6.46• a �.5�6111!ftl;lr • • ' r r • • a 0 4 .. •� -; a r� ; r' o pM ..V Q � .fin O { •�, IY!\ Q +, i . • /v , �::f �'c .✓',; :`.'.•' 406 ♦1`%' .�'4 LuLs R. Lomas, p.E FL No.: 92514 10((1112 m PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) PVC c IMPACT REQUIREMENT: SHOWN WIDIFFERENT OPTIONS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING.CODE, CURRENT EDITION, 2. GLAZING OPTIONS: (SEE SHEET ) 3. CONFIGURATION. FDOMD LITE '0 . 4. DESIGN PRESSURES: (SEE •TASLF.S•SHEET 7) S31µ• - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E t300. 4911' MAX tVM4ALL FLANGE WIDTH - POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST MAX OVERALL FLANGE WIDTH PRESSURE AND GLASS TABLES ASTM E 1300. MAX l� WIDTH MAX UNIT WIDTH L ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS t � PRODUCT. SEE SHEETS 10-12 FOR ANCHOR DETAIL 45 VIC so GLA65 DLO GLASS OLD SHUTTERS ARE NOT REQUIRED. !! 7. ALL FRAMES FULLY WELDED. 0 i0 in 8. REFERENCE TEST REPORTS: NC L -210 3169 -1A , NCTL- 2100168 -t , NCTL- 210.3275-1 A, @ NCTL -210 3275 -1 ' 77 tµ• F 1 O E Atl 9. SERIES t MODEL DESIGNATION PW>XigO. 73 u4' M FLAN AX 12 HEIGHT 10. WOOD BUCK OR STUN FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOAD$ TO STRUCTURE, SUCK AND FRAMING IS RESPONS93IM OF ARCHITECT OR ENGINEER OF FLANGE D W RECORD. HEIGHT GLA OLC) 76` MAIL UNIT N MAX. HEIGHT UNIT HEIGHT A B C 1 d : - � MAX. SIZE - 7116 LAMINATED GLASS MAY. - 5116 LAMINATED GLASS +67.5/-67.5 DESIGN PRESSURE +551 -35 DESIGN PRESSURE • • • • • • • • • • • • A UPDATED PER NEW FBO REQUIREMENTS 107107108 •• •i • i i i•i •• TABLE OF CONTENTS • ♦ • • • • • • • • • • . `' - j ' GENERAL NOTES & ELEVATIONS -_1 AVE - ANCHOR SCHEDULE 8 NOTES- ---2-6 ^ - t •� ;,' . IDA 34474 OP CHART & GLAZING. ......... »7 • • o • • • 090 ,. r SECTION VIEWS _ »... ». . »..$ • • • • • • • • • a ; _ NEAAL NOTES 8 ELEVATIONS -LARGE MISSILE IMPACT EXTRUSIONS a3 H.O.M „„ » » ...9 i • • i i • • • i i • i i i ;' �4• iev�r e - FDOED LITE • ADE 7/15/2008 INSTALLATION DETAILS•W..,.....,..,»10 -12 • • • • • • • • • •PrWP[iEiARYAt�COCE10®tilAL , �. "; NT$ °CWS t58 • • •. • • WE WQU#A nWC0NTMRW IN TfW DFAW WOISIHHS(B.E MOPEm bi L A0t3 TO LAMAS WWOf7Y8YSTE4i4.b�C,ANY pt>IWPAAT OR ASAWHOAEBi�ttlyYH�Bn FLP.ENCf,^828t4 WRTMNPEWMSSONOr MZT UW%MOWS/ST AS.04.tSPAOIMTSQ.,m a , ..._ - _ a A 1 OF 12 •� =r� iLL�.. F MAX. [ 4' 4' MAX. d• MAX. SEE NOTE 2 (TYP) 4' MAX MAX O.C. d' MAX MAX O G 4' MAX 8' MAX O.C.E NOTE 6 �� X ' 1•-- -}- 1S` AX.O.C. SEE NOTE 2 IT � OVP) SEE NOTE a - 11 �i •I�-- { 3t MAX. O• 16 hAx O.C. MP) B' MAX O.C. e' MAX.O.C. ITYPI mp - ('Mypi "mliIiOR (iYPj I ANCHOR (M ArAm 1NSTALLATm ' ANCHOR "M . ANCHOR LA)OUT- lFLANGD3 ANCHOR LAYOUT. ISM ANCHOR I AYOI f f - IFIM tom! !OR LAYOUT - iFLANGEI n+xO NaaNCS Fw twoou oPer•ac�t na�u waxlu Gaon of �+a+x� am w %a c ror+ FORUWSUPTO 4'.72' 1HflU a I Rrort FM tams UP TO 45.72' FORtamSI1P t0 4t' x 76 F0 RLMTSU+TOSrx7s' NOTES: 1. WSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114: USE SHIMS WHERE SPACE GREATER THAN III 8" 15 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. A. 3118" D1A. ELCOTAPOON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 V4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318' INTO 2 BY WOOD SUCK. 8. 88 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL. JOINT SEAM SEALANT. • • • • • • • • • • • • A UPDATED PER NEW FBC REQUIREMENTS 47/07108 B. ALL 94STALLATION ANCHORS MUST BE MADE OF A CORFAMON REATAWW" 011 QAA9. , 1. • • • • • • e • • .•; s �i!MAL --. 9. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WI'1�1 ANCHOR 1RANUI•AtTURtR S 805T911AlITION INSTRUCTIONS, AND ANCHORS SHALL NOT 7;, ` BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ' ti :� + • °� � ° K SW 44TH AVE. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: jF° .y f /+f: ! °a . A. WOOD - MINIMUM SPECIFIC GRAVITY OF Ge0.d2 • • • • • • 000 o oiCHiOR SCHEDULE & NOTES - LARGE MISSILE IMPACT B. CONCRETE •MINIMUM COMPRESSIVE STRENGTH% 3A4 PES • • o i i i n• RAWN by; Sa. C. MASONRY - STRENGTH CONFORMANCE TO ASTMC• GP N J =ORr.RJj1TF•R ?y • • f, M• , 6 .d { -� $ ' � ' ' r .••PV---PVC LITE ADE 7115/2008 • • • • • • • • • •A rS A� L R7'O . ! $300 NTS CWS -159 • e ••• s+Eer SYST W-AWR w�toso MIMPARTOR SAW40LEttOF � W7 t A ' wwnowBrsrE: raS. ax. ANraEPAOOUCnoNwPAaroansawH�6wrM1RRrr 'rrlE PL P.E.NIIy;.$2�i1d . wMIM PEHUMM OF t21STOU W= W.' SYSTEM VC.IS PROtUB M 2 OF 12 - ,•.. . a ... 4 A • • • ••• • • • •• ` < ^ r i bs R• • "t�� •. P'• -7 r g �--- 15! MAO.C. � wXO.e.. . air 0 MAX t� MAX 0.M MAX 15: MAX oa FUL.LGIRCLE t -.I WAX "m (TyP) EYEBROW TOMBSTONE 15 tuU4XO C IT MAX. O.C_ p) mm 0.0. {tYP) 4* MAX 12! MAX am m - [ e+Ax m oC. NOTE: fryp} C 1. SEE SHEET 2 FOR DETAILED ANCHOR 112 CIRCLE ELLIPSE. FAN• INSTALLATION REQUIREMENTS 2. THRU FRAMEOR CUP - MASONHY/W000 OPENING. v 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WINDOWS ON SHEET I. 4. FOR UNITS WITH DES113N PRESSURE OF +I- 67.5 I OCATEANCHORS 13' MAX O.C. IZ MAX (1yp OC • •wyP). • i i i i • • • i i • • • UPOATNR PER NEW FBC RFtaUIRCMENTS 07107kJ13 ••• • • • • • • • • '% ItFi e • • ME • MNX 0•ri. ♦,�, , '1 �Y/M 4' MAX. 3$. MNCQ.C. .L� ♦ . .. .. "p) L4! IT PI 4 • ( 4dTH AVE. tR ) 9C' ' r • • • • • • • • • Al H: FLC3 ANCHOR SOHEDULE - LARGE MISSILE IMPAC 114 CIRCLE i • • i i • • • i • • • i i flP a M a ` - PVC FIXED LITE ADE 71152008 • • • • • • • • • iPAETAAT AM CONRg9I71At. >.. ` ° f i• ' • • ••• THi TK�1CONiAI�DNfHSOHAWINCi13THESOLEPROPER7yOF � L a 8300 NTS "CWS -159 LP.I JWO.SM14 WNUOW SY57EMSRG. ANYAEPApDW710NNPMTORASAWHOLEN7Ai0lfil T + F a S Wamra PmwSSIONOrMSTaMWiNWWSYSTS►+ WISPAaQWM „ A 3 OF 12 C v ♦•Q .. r. a•;q.a... ;41 .1x MAX cxa (Ty lr - UA%O.a— �°-- --� T AM MAX O .C. P C MAX {7YPI 1Z MAX (Typ) OCTAGON HEXAGON m� TKAP EMD NOTE: 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2 THRU FRAME OR CLIP - MASONRYAWOOD OPENING. & MAX OVERALL SIZE MUST NOT EXCEED fzFX O C O.O THE MAX OVERALL SIZE OF RECTANGULAR . WINDOWS ON SHEET 1, 4. FOR UNITS Wn*H DESIGN PRESSURE OF t(- 67.5 LOCATE ANCHORS W MAX. O.C. m m O C + .L'C MAX OX. Ill MN�C fTy') fI • • 000 • • • • (vP) • • Al UPDATED PER NEW FBC REQUIREMENTS 1071071W • • •• • • • DOGHOUSE • f • i i i i i i• f %,04 �t�r so* of 00 4 i ° ° k SW 44THAVE. ' RIDA 34474 • • • • r • go* : ; °" °° AFICH. FLti ANCHOR SCHEDULE- LARGE MISSILE IMPA • • • • • • • • • • _ 7115!2008 • • • f • • • • • • • • o C , H a +- PYC FIXED LITE ADE • • • • <ROrAR•r»coroEanrA� ' s- a +t•'•�b • • • • • TH�WWM TiMCONTA AJEWN'RRSnPAWMlS7MSOLEPROPERI OFC�p� 1 1 :1 ° '� RO�EFrrU a• „'8„00 NTS CWS159 WWOOW SYS7EMS.WC.ANY REPRODt}CTIQY U.IPMTt1R ASAWHOLE • w FL. P.E. NO. 52,4 14 1VRRTEN PERMiSSM OF CUSTOM W N )OW SYSTEMS. MISPROMPUTM. a • _'"_, :: A ' 4 OF 12 ' • •• •• • • • •• •• . ' '• �' Y. �\ W Haut it MAX = "m oyp) m c mm A! MAX FULL tyartF MAX O.Q � iANtO.C. '_ 4 MAXFFF 4 MAX ({yp} ' ; wx ('r/Pl syp) TOMBSTONE Erg ow lG MAX Qr. ft1 MAX V_ a vAr6 O.C. -Be- . i"'! ' I ii MAX 4 MAXg r- �AX MAX r* 0.(_ 1 r MAX (Typyp) O.0 lTMp! MAX MAX RCS V2 ELtJPBE PAN NOTE: 1. SEE SHEET 2 FOR DETA ANCHOR INSTALLATION REQUIREMENTS 2. THRU NALM FIN • WOOD OPENING. S. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL SIZE OF RECTANGULAR WNDOWS ON SHEET 1. li It• MAX. O.C. ma O.C. •• •• • • • • •• A UPDATED PER NEW FBC REQUIREMENTS 07/07= g .� •• • t 101b7 1 r M •• • �� /" (T> 4 1 MAXO.0 • • • • • • '`� • g :: _ �ypl ITYP} ( her SW 44TH AVE. FLORIDA 34474 nyp) 114 gRCLE • • • s 1 FA • • • • w a ti Y �+ _ARCH. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT • • • • • • • • • • • ��- • •••,,, u+acotu+oet+tat r • �? .' PVC FIXED UTE ADE 711512408 • • • • • • i • • TFa IOfO�NTld�C MwWOisTm SOLE tHOPERTY•F LA09ErttTU s : -•8300 NTS "CWS -159 1 W YI mTra4 FE CUSTOM wNVow s's .�vc -s •,.. FL P.E.�.66. b75t S . :, . HE • A S OF 12 • •'t /4Uri41 +'3• a: MAX O.C. lT It MAX 4.C. a' MAX 0 (Typ) MAX Lr,, I. MAx O.c. H EXAGON (ivP) TR P D NOTE: i r-- '1. SEE SHEET 2 FOR DETAILED ANCHOR If« INSTALLATM REC OREMEM MAX O.C. MAX. O C 2. THRU NAILING FIN -WOOD OFENa3C3. 3. MAX OVERALL SIZE MUST NOT EXCEED THE MAX OVERALL. SIZE OF RECTANGULAR W94OMS ON SHEET 1. $MAX. MAX I 1C +,I: MAX. � Mv1X.O.C. (TYPI MAX.O C. I� -"i —� 1Ypl r "'"_" * '�� ,} (Typ) • • 000 • • • • • • • A UPDATED PER NEW M REQUIRE 07707/08 DOGHOUSE • • • • • • • • • IANGL • •• • • • • ••• • „s � SW 44THAVF_ :» •'• ti • ems • ' s �•�:n P• • • • • • • • • • ° :! •�� .., ARCH. FIN ANCHOR SCHEDULE - LARGE MISSILE IMPACT • • • • ADE • • • • • • • PROPFWAM AN C Ot MENTW + s i ?. ! s } PVC FOCED LITE 7/15!2008 • • ••• • IM EWOR)ATM�AMNTH tS pMUWMIS YM� IT L ° i 8300 NTS : CWS -159 VMTM4 P OF WMMS TEEMM IS _ FL :'G2514 a • A ' 60F12 n. ••• • • • '• ••• • • r, °� j w 4' • • • • • • • • • • +, I , ?il no Oe Ci ,�. • •• •• • • • •• •• J;.•. 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SS-ISS+ 99- /59+ SS - /SS+ H -4 ZS S`E :' `5'L9 SS-ISS+ SS S5-15S+ SS-iSS+ 55 -1 SS+ SS-1S5+ S9-195+ 59 159+ SS -1 55+ Hva'a'Q`:)`H'V 8ti 5L9` `S'G9 S5 55 + 55 55 9S - /59+ 59- /5S+ 99 /99+ S5 -155+ 95 Wold`3`Q'Vwv trY :•5 4.x : = SS-iSS+ SS- /SS+ SS - l55+ 55-l55+ SS /S5+ SS /;S+ SS /SS+ 95 55-!59+ + Z£ Sb9"t'S'L SS - 155+ SS-JSS+ SS- /SS+ SS- /SS+ SS -I SS+ S9- /SS+ SS - /SS+ SS -J SS+ S5- /SS+ HiJ'�'fl`t3a`i3'V 9Z E 7F SS'lSS+ S5 S5'tSS+ SS 9S /SS+ SS S - S+ SS 55 HVTa'Q`3'H'V flZ S'G9 1:5'LQt SS SS SS - 1 SS+ SS- /59+ 55 - /SS+ SS 55 I 55 55 1 H'J'3`£I'tIVH'V vi 9L ZL fig 1 99 8tr tr6 9£ 8c UZ I z 2dA.LSSV - 0 (NO HiGUA (NO ji -MIRE .LiI n . lRn � t1N1T W87TFF 8 t t 186 g t g g 1 t 8 5 8 } t • a 4 k OVERALL FLANGE WIDTH EXfERtOR INTERIOR 'TYPICAL HORIZONTAL SECTION OVERALL UNIT FL ANGE Hsaff HEIGHT GLASS TM t 4SEE SHEET 4 ) 1 ALTERNATE FIN FRAME • • • • • • • • • • • A UPDATED PER NEW FBC REQUIREMENTS 07M7/08 e •• • • • • ••• • ,� ;i TYPICAL VERTICAL SECTION, • • • • • i • • � • • • i i • • • �° • t��K.r_ NOTE: ,'+ +.. AVE- a .. i l�D SW 44TH ITEMS 8,11-14 ARE USED, BUT + • • • • • • • •NOT SHOWN FOR CLARITY R96 3"74 • • • • s • • • • `' o $ECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT • • • • • • • • • • _ f '' a • *; •. .-M RED LITE ADE 7/SS126D8 • • • • • • • • • OVOPRIEtARY AND GC1 71AL ` • ;; , , .• a �� NTS CWS 159 • • • • • IRE WFORMATM MI CONTASNED R17H6 DRAWING IST11E SaE PROt93�/TY.bF w24DOW SYMMS. Wl ANY REPRODUCrON IN PAHTORAS A WHOLE •! - '� •FL P.F. f+�Q; 62514. _ . WRrrnEN PERMISSION OF CMOMWINDOW SYSTMIS, Sac. 6PRp•89{tEO.' �� , : A 8 OF 12 • • • ••• • • • .* i .%tea .r,' ;'�, • f Item# Part# Description FRAME CORNER CONSME CTION 1 H -6006B Fr., PW, Main, Head % 2 H -6006B Fr., PW, Main, Sill s va 3 H -6006B Fr„ PW, Main, L Jb. ' 4 H -6006B Fr., PW, Main, R Jb. s '`� 5 5-6015 Glz Bd., Fxd. 4" O.A. -1 -G:) cxR voELO tut smssl 6 S-6016 M Bd., Fxd. (718" O.A.1_G.) 2 7 S -1504 Anchor IMir a z7ra• 8 P -3752 Ca Plug, 112" Hole -.L , oon 1 / 2 ' 9 P -3438 Hot Melt, TmSeal, "H" 10 P -3332 Set. BIL, 5 U m,118" x5 /8" x 2" Lg. PVC FRAME FLANGE - H 6006 B PVC FRAME FIN - H 6006A 11 P -3684 PW -8300 GDId Cert. Label, NFRC Tab 13 P - 3881 TenVorary Lbl2 CIDP) Yita• 14 P -3613 CWSLbL0o o) 15 Glass, Fixed „a, 71a• 5 Ira s Main PV Fin L_ Id H- 60i16A Fr C, � 17 P-3113 Screw Support for PVC PVC GLAZING BEAD - 5-6009 PVC GLAZING BEAD - $ 6015 PVC GLAZING BEAD - S 6016 I8 S-6009 M Bd., M. I" O.A. I.Q) 4 zana- 7 I Q ANCHOR CLIP S 504 ' nom ALUM - 8063 T8 SCREW SUPPORT - P -3113 • 3ra 0 1 w• 1 12' • • • • • • • • • • • • 3t4 A UPDATED PER MEW MC REQUIREMENTS 07107!08 i• • i i i 0 i 0 0 i 0 i• • PLAN VIEW OF • • • • • • • • • • ANCHOR CUP ''' °'•; r ` ° ` ' a a .s. SW 44TH AVE. •• • • • • ••• .�- y ��. • ORIDA 34474 • • • • • • • • • US,t5A6fT.M -LARGE MISSILE IMPACT • • • • • • • • • • ➢° ,, + . „�, • t�VC FIp U i E ADE 7!152008 • • • • • • • • • as tARrf moaaFMamAL ° ``1 tr • • •i• TN• RJPORIAAT[7 tN' 6M /. CiDt 1YH1aOMWait3I871$al%.EPROPERTY ° t, "ROt RTl l - •- °• '8300 NT5 "GWS•159 WMDMSYUTB %uJ— AWREPA000CTMNWPARTORASAwwo� T»2+ FL.P.F- .0,82514 f ,. A 9 OF 72 wRmb+ PEa+ oFatsrouwwcov +sVsTEUS.n+c•IsPROweirEM••:— ..e • r 1 114' 114' MAX SF{}M } 2 (MIN. EMBEDMStM (SEE ROTE 2 & 3 SHEET 2) (SEE NOTE 2 2 6 & 3 M HEET SH 2) ____ ( MIN EMBEt}MB•!1] 2 tl2• a ` •a CRY OANCHO a+t6Ul ' D (MIN. EDGE DIST) A ' ♦ 6 A a ' ANCHOR CUP c ANCHOR CUP CAULK > INSTAUATKN•I ANCHOR, BUM AND OPENING B ETWEEN ER3 • ' • t BY WO00 BUCK s n a tto WCDD SCREW • • • a► > 4 •a A CONCRECPlhMSONRY WINDOW FRAM WINDOW FRAME ► a 4-- CONCRMSIMASONRY LK CAUBETWEENBUCK BY OTHERS a" n JAMB JAMB ' ' BYOTHERS AND OPENING BY OTHERS • • a 2112• ° 'a 4° ' > r • ►> CAIJLKBETWEENBUCK (MCI EDGE Dtt3f) a e A > &AND OPENWO BY OTHERS o. b•�Dr P rp' D ►.Pa PPp ►� 4. f ♦ 2BY WOOD SUCK • p o P ` P ` P « P • p 1114• a • a • + • > a► 4' n BY OTHERS •o . ♦ ♦ ' • . ♦ r r . • ��3 6 (MICE EMBEDMENT) " o rPERWTER CAULK PERIMETER CAULK a. •O • > a > A 'a o • :� LLER BYWSTALLER o, t BY WOOD Bl)OK Lk�4>w• 6 FINISH + • : � BY OTHERS BY OTHERS EXTERIOR FINISH MVIERIORFINISH -- c > a)N0R=NTALSMTION_ BYOTHER9 � RI BYOTHERB L- 11V MAX SHIM ZONTAL 3ECT[ON to {SEENOTE283SHEETly t0 t3.W O1FS1T PERIMETER CAM � ANCHOR CLIP BYI STALLER ANCHOR CLIP �'1'ALIATK)NAMCHOR.3116' DUI. FRAME WINDOW FRAME MASONRY ANCHOR HEAD INSTALLATION ANCHOR.3MIr DM SILL MASONRY ANCHOR PERWMR BY INSTALLER E NOTEI<A {SEE NOTE 2 & 3 SHEET 2) CONOFIEETE�ANt 3r18 � HYOTH E WINDOW FR RFlMSFt D . s' •• ♦ '. ► • a ~ • 1 I D ► D,e D.B rp it AME ► ► ► s • b • ►► . s p • 1 114 SAIL ANCHORCLIP D « .Ds �•p « b` D ► D ` D p' p D p4p�► (MIN.EMBEDMENt} PERIMETER CAULK - ► , b . « • D • " • • • r P D BY INSTALLER P ♦ p, ` ' D . D . • ' V4' MAX SHIM - p r • D D . •D • .D D • + b EXTERIOR FINISH (SEE 2 & 3 SHEET SY OTHERS CONCREfEtMASONRY ( EDGE DL4T} _ 1 BY OTHERS �• ♦ 1 9Y WOOD SUCK I ALT RNATE R CAST SILL DETAIL 4P, s:r r • • • • • gY OYHERi • ' • • • t0 C P (W Oxit» A UPDATED PER NEW FBC REQUIREMENT$ 07107MB P , P P •P P ♦ a a • P P > • •� •� i • • • • • • • •44 f FO .�r� �� /�. ♦P+• « ��Si �� P• P aP•PP• p +PlP� �Et�'}• Sy IR�4d _ 4 1 - : AQ0BWA4THAVE AIDA 34474 G�bNOC�ERETE�MASONRY • • • • • • (M2N £D6 • • • i • • • `� n: ALLATTON ANCHOR wlCUPDETAIL LARGE MISSILE IMPAC A VE T( Al CTl N i • • i i • • • i i • i a • a _ ^.;`♦ _ 1 t [ "� pp+ e - PVC FDCED Lrm ADE ° 7115/2008 10 wn) • i • • • • • • • ' 4 ROBEFTIOIOMAS e • •• • 8300 NITS a�1►HSO "CWS -t59 • • • • • �DRwTnNrAea� C OaAtYwct snlr salE PRpPER7Y srsrEFas. AHr r�U )MM INPAHTORASAWHOLE :.. FL PE I :fi25t4 " WMr7EN PERM SMOOOF CLtsTcawwoow Sys' tw. R.o. is PFt4111l;RED: - a A 10 OF 12 17, ,t it •L� ' • {ir•.v : -•.�.. � ;� •s • C. t•l t, RIPA ^' a 111 MJifril }4 i DRYWALL BY OTHERS BY BY WOOD BUCK 114 MAX SHIM 13 BY OTHERS (SEE NOTE 2 8 3 SHEET 2) €MIN• EMBEDMENT) CONCRETEWASONRY b f p }. r. 114' MAX SHIM CAULK BETWEEN BU7 BY OTHERS .=t (SEE NOTE 2 81 SHEET 2) : , S!t• • e•s• ../,..t••tt, . AND OPENING BY O A S DRYWALL BY DRYWALL BY CAULK BETWEEN SUCK 4 OTHERS OTHERS AND DPENpVC! BY OTHERS ,+ • y CAULK UNDER SCREW ' �' 2 BY WOOD BUCK (NM EDGEDI5n� A HEAD DY INSTALLER . • . SYOTHERS INSTALLATION ANCHOR. 4;. 1 vwNDDw FRAM o 0 311 S' OIL MASONRY SCREW ttJSTAf1AT1pN AHG lOR CONCREM w1 NEOPRENE BACKED WASHER CAMS O P III WOOD SCREW THiU MASONRY tiY THRU SCREW SUPPORT SCREW SUPPORT • •+ L BY OTHERS : P • a . ' . ♦ . • . P . Ps 0•`1 LIM . • P. �.a� + ` °° ("EMBEOMEM€) • +,• b ti r. a ' o. is♦ '' ?7CC '► r am EDGE INST.) ♦. ♦ L EXTEROR 1 BY WOOD BUCK CAULK SETWEM BUCK BY — "S• OtHERS r ��A` AND DPENWGBYOTHERS BYOTHERS ____� d ♦ .. • tt.°. 1 y} PERIMETER CAULK BYBY GNSTAI LER lw MA X E 22 8 3 SHEET 2) BY WSTALLER BYP C EKTERI FItif4H CAULK EXTERIOR F94M E W ALSEOTX)N BY OTHERS MILK WINDOW FRAME BYWST 't 1t�TALL1lTIQNANCHOR H HORIZONTAL OWTt N € HEAD 3f18'DIA. MASONRY SCREW W/ NEOPRENE BACKED WASHER • THRUSCREW SUPPORT WINDOW SILL FFLWE INSTALLATION ANCHOR 311 VOW MASONRY SCREW CAULK UNDER SCREW WJ NEOPRENE BACKED WASHER PERIMETER CAULK HEAD BY ON,4TALLER THRU SCREW SUPPORT BY INSTALLER ^� 1l4' MAX SHIM (SEE NOTE2 Mt 3 SHEET 2) EXTERWR FIMSH BY OTHERS * . r ' ♦ ` ` CAULK uT,roER SCREW p ,. HEAD BY INSTALLER ♦ D . •- :' •C, �' . �. ►D •. 1D t tt4` b D p ,p► D D« �' D p D p D (MdIN.EMBEDMMENt] SLIL WINDOW FRAME HIGH STRENGTH STRUCTURAL �~ + ► p� p r a• b ► D . ►` p «« . , p► . a Dt GROUT SY OTHERS « D ► p p . s D - D PERIMETER CAULK Ito' MAX SHIM BY DISTAL ER (SEE NOTE 2 S 3 SHT 2) BY OTHERS '( EDGE 7 EXTERIOR FINLS'f€ 8Y OTHERS .. f,•'r • } , i °' d ALT. PRECAST SlU DETAIL s•a. •! ••• • • • •• 11 PRAMESMASC]NRYt A a + a .P 'p •• a • ► .•a ��---[[[[ • • • • • • • • UPDATED PER NEW FBC REQUIREMENTS 107107108 a °;� A• .. '. �: a o� e : °� •a a p : �a � • • • UBE rfO 00! a L]L4 • • • • S ILL ft MAKe ►. �.•a.!. • 'a'.•'• ►� a• 6. �• (MIM.NM1•BEDMEMIT) StLLLLRIElBYWFIEi3 a / • �� •• g e • '- Y SW 44TH AVE. ;1✓�� t Al" FLORIDA 34474 �Xmt�>�ETEIMASONAY • • • • • • i • • • • • • i • ' ""`" a - T70N TIiAU FRAME DETAIL -LARGE MISSILE IMPAC B VE i i • •• i i • i i i "' "•••" . o git VC FIXEDUTE AGE 7!1512008 1 y — FRAME IMASOrm`» • • • • • • i • • • • • • • TARP Armca•wamu. L FfdBEA fo'� c j " NTS NIL t59 E NFoRMA'bIJ CCN'0mm N T im mwNC m n.mSoLe pmw RTY QFCtJ3tJIJ a WNDOW SYSTEMS. INC. AW RM'F XTXA w PARTURAS AW mE wmqurn+E, FL P.E tdO b24)A s WRITTEN PERMISSION CF CUSTOM WNEM SVSTEILC.wC. IS PROHIBtTEO: ,� • A t 1 OF 12 0 : 0 o r fn (MIN. EMBEDMENT) 2 BY WOOD BUCK MAXSHIM lNSTALLATKNIANCHOR BY OTHERS 1 (SEENOTE2850NSHT21 SHEATHING #8 WOOD SCREW ANCHOR BY OTHERS BYIt CAU LK 0.a 2 BY SUCK '•�. BY OTHERS EXTERIOR PUSH • a BYOTHERS 4 WINDOW FRAME PERIMETER CAULK go l JAMS BY INSTALLER , .4 W INDOW WRAP I �' BY INSTALLER " SHEATHING L__.. tlA' MAX SLIM (SEE NOTE G 9 ON SHT 2) BY OTHERS BXTERtOR FINISH -�"'� ''' ~• • d' }. WINDOW FRAME SYOTHERS CAUU(96HMOFIN HEAD BY INSTALLER WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR, AB WOOD SCREW ANCHOR PERIMETER CAULK BY INSTALLER F\ HORIZONTAL SECTION 12 FN (WOOGI WIDOW FRAME SILL 7Ar MAX SHIM PERIMETER CAULK (SEE NOTE2 8 3 ON SHT 2) BY INSTALLER — +• eb�N I WINDOW WRAP �a• 28YWOODBUCK BY INSTALLER •�, BY OTHERS EXTERIOR FINISH , • 0 • 0 • • • • • �► UPDATED PER NEW F9C RIr4Up�EMENTS 07/07/M SY OTHERS .r • • Op� yg q� i • • 'b CAULK BEHIND FIN • • • • • • • • • • L � yt C t� ��„ BY INSTALLER • • • • • • • • • • • . (MW. EMBEDMENT! SHEATH + NGI A '�i., �, aq °C �9,', L• ( Sii' TH AVE BY OTHERS • • • • • • • • • = ' a � ` t 0'�,, V RIDA 34474- C V RTICfit SEC?101k • • • • • • y; "" s p• a A1IATION FIN DETAIL - LARGE MISSLE IMPACT ;. 7/15/2008 • • • • • • ,: a' p `£PVC FIXED LTI E ' ADE FA • • • • • • • • • •• PAOPRETARTArtO GOWUORAL •• • • THE WFORMtTpMC41CAWE0NTHL40RALYUHiSTHE :SQLEPROPERTYSP£lSTB(� 7:.d b ° 8300 NTS " ••• • CWS -159 ViRMW'SYSTE4t L-r—ANY RSPAODMT104 IN PART OR AS WHOLE •• t L' P.E. b514 : �.t. E wRITTPl7 PeAMS510NCF CUSTOM PlIN00YP SYSTEMS, W_ IS PRtitllBfrEO. . • �• : ' 0 A 12 OF 12 -•= .: f a V b�'Zi Ga ;a °.. a <;� . ••• • • i • ••• i i i i ;: °° �� as ° R.4 Z, ,i8i Florida Building Code Online Page l of 3 y Bas Home t Log In User Registration Hot Topics I Submit Surcharge j Stats & Facts publications FBC Staff BCIS Site Map Unks Search k { ` Product Approval USER: Public User , Product Approval Men u Product or Application Search > Application List > Ap ll mtlon Detail FL # FL9520 -112 4 l Application Type Revision Code Version 2007 Application Status Approved Comments 9 Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ral s.cc •••••• Category Windows • • • • Subcategory Mullions • • • 06.000 •••• •••••• • 0000•• • • • Compliance Method Evaluation Report from a Florida Reglato w.d Architect W'*Ucensect `• •' • • Florida Professional Engineer ` • 6#6 0 '9800 • • • • • Evaluation Report - Hardcopy Rerglyc. 000 • • •; • • • •• •• •• 0000•• • Florida Engineer or Architect Name who Roberto Lomas • • • • • • • • developed the Evaluation Report : ' : 0000 • • • •: • Florida License PE -62514 • • ' 0000 0 • • Quality Assurance Entity Keystone Certifications, Inc. • • ` 0 66 • • Quality Assurance Contract Expiration Date 12/31/2010 • • • • Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL9520 R2 COI 5101908 (Impact 3 in Mull Eval).pdf Referenced Standard and Year (of Standard) Standard Year AAMA 450 -06 2006 ASTM E1300 -02 2002 ASTM E1886 -02 2002 http : / /www.floridabuilding.©rg/pr /pr app dtl. aspx? param- wGLVXQwtDgvIHvmuJRWcZl... 6 /9/2009 Florida Building Code Online Page 2 of 3 ASTM E1996 -02 2002 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/30/2009 Date Validated 05/04/2009 Date Pending FBC Approval 05/08/2009 Date Approved 06/09/2009 Summary of Products FL # Model, Number or Name IDescriPtion 9520.1 3" Alum. Tube Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. IMPA Limits of Use Installation Instructions' Approved for use in HVHZ: Yes F1-9520 R2 II CWS 150A (Impact 3 In Mull) .pd Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02 ,pd Impact Resistant: Yes FL9520 R2 H Mikron NOA 06 -1220 01 pdf Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile Impact, Max. 53 1/8" Horiz. span, Created by Independent Third Party: Yes Max. 63" Vertical Span. Evaluation Reports FL9520 R2 AE 5101908 (Impact 3 in Mull Eval) pdf Created by independent Third Party: Yes 9520.2 4" Alum. Tube Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) EiW of Use Installation Instructions Approved for use In HVHZ: Yes FL9520 R2 II CWS -146A (Impact 4 in Mull pdf Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL9520 R2 n Mikron NOA 06 -1220 01 pLd-f Design Pressure: +67.5/-67.5 Verified By: Roberto Lomas 62514 Other: Large Missile Impact, Max. 74 1/8" Horiz. span, Created by Independent Third Party: Yes Max. 76" Vertical Span. Evaluation Reports EL9520 R2 AE 5101946 (Impact 4 in Mull Eval� f Created by Independent rd Pa : Yes • 0 • • • • 0000• 9520.3 5 1/2" Alum. Tube Mullion 5 1/2" Alum. Tube Mullion, p44'ontal.& Vertjr4 fin & • Flange applications. IMPA • • • 0000• Limits of Use Installation Instructions • • • • Approved for use in HVHZ: Yes FL9520 R2 II CWS -192A ?I mpact 5 in Mull) df 0000• Approved for use outside HVHZ: Yes FL9520 R2 II DuPont PVI� A5- 120 § ft j • Impact Resistant: Yes FL9520 R2 II DuPont SGP•II@R 07- 111600ftdlf •••• Design Pressure: +67.5/ -67.5 FL9520 R2 II Mikron NOO.66.1W0 01.1adi: • • � • • • Other: Large Missile Impact, Max. 111 1/4" Horiz. span. Verified By: Roberto Loma�g2,4• • • Created by Independent Ar �Pa t : Yes s' • • •:0 • Evaluation Reports • • 0 • FL9520 R2 AE 510197B (tmpact6 in MuII�Erali Ddf 000.0 Created by Independent Third Pasty: Yes 0 • • Back Next • • • • DCA Administration Department of community Affairs Plorlds Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 Q 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: http : / /www.floridabuilding.org/pr /pr app dtl .aspx ?param= wGEVXQwtDgvIHvmuJ WcZI... 6/9/2009 Florida Building Code Online Page 3 of 3 0!!000 • o • - 0009•0 • • • •••••• •0!0 •0000• ! •000 0000 • 0 0009 0000 ,00•01 ••!!!!' ••• • 000!0 00 00 00 •00.00 • •! • 0 .00•• 000000 • ! • ! 0000 • • 0 0 • •0 http://www.floridabuilding.org/pr/pr_app .. 4tl.aspx?param=wGEVXQwtDqvlHvmuJRWCZI... 6/9/2009 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27012 336- 945 -9695 Report No 5101948 Manufacturer: Custom Window Systems 1900 S.W. 40 Avenue Ocala, FL 34474 Product Line: 4° Mull Bar Compliance. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B- 72.070 method 1(d). The product listed herein complies with the Florida Building Code. Product dbiredpdon: Extruded aluminum mug bar 1' x 4' 8063 -T$, part number H -1604. SuppwWng Technical Documentedon. 1. Approval document: drawing number CWS -146, Revision A, fitted V Mull Bar PVC Mug Bar, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Test reports No.: NCTL 210 - 3424 -1, -1A, -2,-2A, -3,-3A, -4,-4A, NCTL 210- 3426 -1, -1A, -2,-2& -3.-3A, - 4, -4A, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando FL. • Configurations tested: Vertical and horizontal mulled units; fin and flange installation. • Standards used for testing and results: o AAMANVDMA/CSA 10111.S.214440-05, AAMA 450 -06, ASTM E1886 -02 and ASTM E1996 -02, TAS 201, TAS 202 and TAS 203 o Mullions were impacted with #2 Southern Yellow Pine 2x4, length 97 and 9.25lbs at 50 ft/sec. o Design pressure: :t87.5psf o Water penetration resistance: 10.125psf . o Cyclic Load Test: i67.5psf design pressure o Large Missile Impact, Level D, Wind Zone 4 3. Anchor calculation report No. 510195B prepared, signed and sealed by Luis Roberto Lomas PH Limltatfons and Condldons of use: • Maximum design pressure: t67.5psf • Maximum horizontal mullion span: 741/8" • Maximum vertical mullion span: 7(r • For window unit sizes attached to mullions refer to installation drawing. • Units attached to mullion must have their own separate approval. • Units mulled vertically without transom may be mulled indefinitely as long as maximum unit size is not exceeded. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly ;; �; • components; the mullion or individual window units. • • • • • • • 00 • .0000 0 Installation: 0.0.00 0 0*00 0 4080% Mullion must be installed in strict accordance with installation instructions document CWS -146, Re&lsn A. 0 0 . Window units must be installed to substrate according to window manufacturer's installation Instr&"ws and/or;... al documentation. • • approval 0000 0000 0000. . 0000.. ... . 0000. 0 Cer0cation of Independence: 0 0 • •. 00 •• 0000•• Please note that I don't have nor will acquire a financial interest in any company manulbduring grin outing the, • Product far which this report is being issued. Also, I don't have nor will acquire a financial i ink othg •,� • • • • • entity involved in the approval process of the listed product(s). r `i , �',..�.,i <' • a. •0000• !D i� ^ � D Z�', r• . ^ :'t • 0000 • 1 of 1 Ipsrrias P.E:'," P 9 V MULL SAR FI VA i NS SHOWN W/DIFFERENT OPTIONS 9L�ING S HOWN ut R , EDITIO IS DESONE D MANUF ACTURED TO COMPLY WITH THS FLORIDA f083f8' MAIL OVERAU. WrorH z. coNFwwRAriows S HOWN: sat � 2. I• tO�ALIVERTICAI. 8. ALL ML>LIM EXT•RUSICNS ARE 8983 -TB ALUMINUM. S. WOOD FRAM1NO AND MASONRY OPENING TO BE 04S MO AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING 18 RESPDNSIStL1TY OF ARCHITECT OR EOGNEER OF RECORD• 0 0 S. CONTRACTOR 0 RESPONSIBLE FOR MAINTANM STRUCTURAL INTEGRITY OF WINDOW OPE4INCa AND ALL WOOD FRAMING AROUND WINDOW. 7. RESPONSRBL ITYOF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS, BUILDING COOES. ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLEY WITH THE 7r VAX ARCHITECT, ENWRESK OF RC GRO,11=00OWNERORCONTRACTOR. HETOHT 9. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN AREAS WHERE X WiNDBOANE DEBFi� PROT'iSrTION � REND. X 741X I. REFERENCE TEST REPORTS: MAX OVERALL WFOTH NCn2 -f, NOTL * O .3424 . 30 NCTL TGI C-34 24 4 NCTL210842A 2A, NCT L210.34a9. NCTL 210.71243A. NCTL 21031.4. NGTL 21IS4A?44A N(;TL 210.3428.1. NCTL 21 34WtA. NCTL 210 2. NCn 2104423-7A, NOTL 2111.342949, Non 210442"A, NM 210449", NOTL810.348B -4A M DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLYONLY TO THE MULUON. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL it SEE MULLION GRATIS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE. .371118` (SET 8 8 3) ANCHOR 12. DESIGN PRSSSURE OF MULLED UNITS SHALL BE CONTROI LID BY THE LESSER DESIGN PRESSURE CUP OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 13. SIN3LE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN N•THIS DRAWNR3. SINOLE UNITS � a TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WN30W SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC. ��,✓/ j" { V 14.HORLZONTAL M n I OK SHALL EXTEND THE 9�[TRRE WIDTH THE MAILED UNIT. V8s'ITCALl4UAM i 1'S Ali r MAX. IS USED TO MULL TOP AND EQTfOM.UNITS TOGETHER ANDIOR TO THE HORIZONTAL MULLION. OVERALL meow 18.VERMALMULLED UNITS MAY IE MULLED INDEFINITELY AS LONG ASTHE SNdG1.EUNITWWH AND HEIGHT ARE NOT E)CEEDED. AND MUU.IONS ARE ADD AS SHOWN HM IN. X x A UPDATSD PER NEW M RIMIMM All t TABLE OF CONTSITS i i • • •, • • • • �. - - 3T -- ANCI4OR t +" • • • • • • • • • • • CUP ` 4 '!I •rT • d • • • • • • • • •*° GENERAL NOTES S LeG A SIN 44THR RIDA 34474 , ELEVATIONS...««.«.1 • • • • • • • • e • • • 9Qa ANCHOR SCHEDULE. «« _ 2 Z DESIGN PRESSURE CHARTS «..... «..«...«.S IRB.P IL 4 f ` .�•� GENERAL NOTES A ELEVATION - r MULL LOA EXTRUSIONS & 8 O RA . «« « «» ».. «A $ •- e • MIA I BAR 4filla 8 MULL BAR SECTION YIE1Y8 « ».«« «5 • • • • • • • • • PFIOPPAWWANDCOwR�eml. g " �'� e > INSTALLATION DETNLS.._...«......««««...B,i • • . • • e a t sra NSwsaw�WOiamst a�x : -o a •• • • • • • iy On ANY RlPfK==MNPARTORASA 4 ,..6 8446 IT opr SEE NOTE S SEE NOTE 8 SEE NOTE 6 SEE NOTE 6 , MAIL O.a - a te' MAx O. r MAOL f1 YP9 Ir MAX (tYP) 0 ' (TYPI -t MAx MAX M" } oc MAX 1 12lir MAX. O.C. (� © X X X x }� X X X ANCHOR ANCH FOR ANCHOR Tw t�au�P i w l0€�i'Fr FfiAME E Nam 1. INSTALL ONE ANCHOR AT EACH LOAL•TION ACCORDING TO THE SPACING SHOWN ABOVE. OR ACCORDING TO THE SPACING SHOWN IN THE APPROVED WWWW UNIT 0WALIATION INSTRUCTION, WHMH EVER REQUIRES MORE ANCHM. 2. IN CONCRETE CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 3118` DIA 1'(W TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 11/0 MINIMUM EMBEDMENT INTO SUBSTRATE. 3. IN WOOD CONSTRUCTION ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH A 810 WASHER OF SUFFfCww LENGTH TO ACHIEVE A 13W MINIMUM EMBEDMENT INTO SUBSTRATE. 4. AT MULLION LOCATION, ATTACH WINDOW UNIT THRU FRAIX USING 010x 1 HEX WASHER MADTEK SCREW (SSEM 04 � S. ALL INSTALLATION ANCHORS MUST BE MADE OF A GORROSION RESISTANT MATERIAL OR COATING, 8. FOR INSTALLAMONOF WINDOW UNITS, SEETHE APPROPRIATE APPROVED INSTALLATION INSTRUCTION A UPDATED PER WW FBC REQUIREMENTS 07A0 7lt19 T. INSTALLATION ANCHORS SHALL BE IN ACC AI�y11 ABC MAyIJ IiGTUHER S INSTALLA INSTRUCNCHORS SHALL NOT BE USED IN SUBSTRATES WITH BTRENG EES iHAy A�NitjUAE¢'f IFENGTH SPECIFIED TION TIONS. AND A w IN.9TALLATION ANCHOR CAPACITIES POR PRODUCTMEREIMAfm BASES ION SUBSTRATE MATERIAL WITH THE FOLLOWING PROPF c 1900 SW 44TH AVE. A. WOOD • MINIMUM SPECIFIC GRAVITY Oft • • = " ` . . RIDA T4 & CONCRETE*- MINIMUM CON PRESBNE�. STR • OF'�,�IiO PAP Q MASONRY • STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER) •x ~ `< p' ¢� �• ANCHOR SHCmULE 7 NOTES • 4 MULL +r ` a+` . - a PVC MULL SAO 4n3/2= •• • .• • TIWI CGNfAMdEDditAgfNtiPRC�ffY. 9 ur E>•:�: , +�•? �.+•"%!:. • . - • • • • • • �i TiSMB. wo.ANr uanw4 W PAWOR ASA x+e CW 1 • • • • • • • • • • ' • A 2OF7 .• v • • • • • 0 0 • • •d "Iitfi�N�t 4" 110Fi ONITAL A LLM 14.1604 V;6TH S- 1522 t.K F1 WACT DBSM PFWSLM CAPACITY CRA F) WU"" t� uw Hi} 35 47 56 69 63 71 741!8 C2. 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IM,BQBMA $4474 VC MULL BAR • • • • • • • • • lII011titAlw1a116O01/lpBRtAL'. o, ' ' „�•' *.: • • • • • • • �neeutaRw�rta ®aa'n�auaaNawtaeaae .. • - •• • • • • • • •wRixmw QY6TEiB. N0.MIY NFARTORIWl1 :s L, pp •' • • • • • • • • • • • wwrliN► ERM88gNOPC .UBrOYwN[g1lSV8Tae6.aG�B • • '.FL.NCI :•,�.�, g, 7 80 14 EMBMPTION I H -1604 MULL, 13/8° x 4" PVC SPCCIFIC 2 P-3787 #'10 x 1" HEX WASHER HEAD TER mss efts' 3 #10 x 1 1/2 ", PANHEA© PMiJPS ZINC 4 910 FLAT WA ER ts' 5 s REM Wr Muu. ANCHOR CLIP DRIP ADAPTER S -1572 6 5 -1806 HO NTAL ANCHOR (PVC SPEC IG ALUMINUM 6063 -T$ 7 CA 8 &1572 DRIP ADAPTER 9 S -! 7t FLANGE ADAPTER sfire- rr =�7 s a 7r8° + 8N8' 17 /t8 1711$' HORIZ ANCHOR S-1606 1w a ALUMINUM 6063 -T6 s FLANGE ADAPTER S - 1 571 s+1e' ALUMINUM 6083 -T8 41r8` 4 1 arts' a1w 8Fr�q.� a7rte• + Q �yy wr 1314' 13U8" - q 4" MULLBAR H -1604 . ALUMINUM 8083 -T8 fi 23f1$' 88116 ..._ - !. UPDATED ER NEW FBG ROMMUENTS 10MMS RETRO CL1P(4');i :: •:::: • • RETRO CLIP(4r) S- 1 522 i ALUMINUM 606 TS ALUMINUM 6063 -T8 e�y H R • • • • • • • • • - ��IFYP{ .. FLANGE a a 1800 SW 44TH AVE. (FIN) .. ... .. .. .. ( FL ANGE) y . "oQ FLORIDA 4 a a °, • ` "' y y�,� o Ex[Rt IXdBnffiilC M06TERftS -CMUL 8M • ' PVC M MILL BAR AAJ 4 J 1 3 1 f9 • • • . . . .nnaacartAareuhtrrsruxwaaec + w +ptr wry -2 t •;W8.148 •• • • • • • • kuc wv�wnl<e1 �y•,..L A ` 4OF7 • • • • • • • • • • �CUB1OItWWMDOw FL P. • • • • • • • • s , ;9 ZTZ k yc, WINDOW W WDOW FRAME FliAM: x CAL"6s N4m 2 PRIOR soTO P AZ G cAtnxaEHUao>:N.o. PRIOR TO ATTACHING TO WA IM I 1 V 6 t SEE NOTE 1 HORQ NT [, O 1L / SE 710N t S 4 fi : PiTA4lA L�Tidd ��1 R" FRAME WINDOW wwom PRl0R�TOARACHtlV(G 9 TO MU LION 7W N WdJ UPDATED PER NEW FSC REQUIREMENTS ltVW rttt t • • • • • • • • • e e SW "TK AVE • • • • • • • • • • • • Y '• • ' r . FLORIDA 3µ74 4 i �. "v ,..SECTNA! vim • 4 mu L w NOTE: ,' °. • SAR 4ti312O118 1. INSTALL HOFIMERT ANCHOR PRtitfO Agt'ACHIN{3 i • • • • • • • • PROPNneTMirAtGD00M' L � _, k __ ' 1 •• • • • • • • r tIDN00iMOM NTtUBtKLtWME1WSOLE tJ7ti� p YERT4CAL MULL BAR. • • • • • • ' • • • •N�wtroaw NGBXYPwDL19 1►t! L j • PLP a r ° A 'SOF7 CAULK BETWEEN FRAME 21w w Lim LAC AND O PENING BY 00 (MIN EDGE DIB') WIN. EMSEDMBq INSTALLATION ANCHOR, R1�Ti i1Q WOOD ANCHOR BYO TORFBUISFt ? r i Y 7 r } DIA.MA ONRY NGHOR 3+19• W1TFttYA9HER(ds} i BY TErtuWBONRY q 3 BYOTHET y HW MA N4VCt1OR 3 4 • •,�••l OTHERS a CAULKSETWEEEti ♦ a — — — — — — t a • • ♦ i •Y'�r FRAME AND OPENINO { •+. 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R � D.R OONCRETEfMASONRY D . , • • >, , 0 ► >, ,. ►D PERIMETERCAULK BYOTHERS • R � • •D . D ► D • p p p (MRLEIJDMBNTI BVINSTALLER (sea BYOTHEF py n' .A D R p . • • , . ► EXT'£Rft�i F1NL9R a D BYOTHERS 4 3 I +, x,w r} •} t 1 a ' AU R E PR. •C 861 E7 (MIN EDGE DST) '! o MAKE L R E EI /- lt\Tfl ►, ♦ ,. • . _ ; Y ; FOR MUI I BAR UPDATED PER NEW M REGU1RE — E d lQW= • •.N • �• �.�� : , .� �� aa• � '. • � Y1 - NOTE: , ♦ ° • • ' • .♦ • • • • • • 1 F INSID MULLED WWOOWS AFTER t STN IITIQN 4'' ByOTHEET NRY 3 4 • q• Ane °• {!' { j • • • • P� • • • 81FIECESS RETRO FR CUP 114' FOR CLEARANCE RAT FLORIDA 74 WHIM WSTALLINO WINDOW UNITS • s -'^ -� ° BISTRO FR CLIPAMSONRY INSTALLATION • M MULL BAR lE1 VV IG l MULL S(I,I SECTION •i d• i5l RETf� P(C CL9' (MASONRYI may° rs' a " ° iVC MULL BAR AN 411 •• • • • • ••• ►MDP(I�'fI�RYANRCOIMEbIML .. o " �. '•• �*� - a','. to • • • • • • • T�3yFOt�anaaCW11 'ABJf3:1IM'ItrBDRAWIQ 15s7'HEepIP : OW 1 •• • • • • • •lvsoawrttcAxY�t+�ytntqus�w t tip"'' : • • • • • • • • • • am6TeN CUSTOM wBdoOw eriBtE#AB. rROt�mlx•o. <; FL P.E. 82q14•°' •x' - A bF 7 ••� • • • • ••• • • • 'a'• 1... jpr ?a art rip t. • R .� \. • • • r • • • • �"�� J��;;'r..• � • ar e` ' f 4 - ,. t ••• • • • ••• • • SHEATHM GAVLK 99HM OTHERS 2 BYwOOD BUCK MN BY OTHERS 3 4 gY OTHERS r WINDOW WRAP •a, BY OTHERS �, 't• VMERIOR FlNISH BYOTHERB !; (MIN.EMSEMWATy WOOD T ANt R ' WIfHWABHER(4)I PERIMETER CAULK WffHWASHER(4)0 BY NSTALLBR } r (MW EMSEDMENII MSTALLATIONANCHOR, 4 3 $10 i WOOD ANCHOR, HETRO FIT 2 BY WOOD SUCK MULL BAR CLIP BY OTHER RETRO FST MUL. BAR CUP 4' yER fICAI MULL BAR SHEAFHQSKi VERT7 ALMUI,Lil6AD EEV�N SYOTFERB EXTERIOR FINS SY OTHER6 CAUL(BEHWD May MU W*mmWRAP q CALLR.EA CAUL �U.� BYOTHERS MLA.I.JAMBBEGTION + MULL BAR dM �Z / RETRO CL�ffW FRAME (WOOD] BY ERS •100 ANCHOR s WITH WASHER (4XI BYDt4. TA�LL6R —I . TEU PER 14EW FOG AEO MM CAULK BENW" (N EMOMME" i FIN BYOTHERS • • • • • • •�; • • • • • • • • EXTERK1AFiNISH a �°' • •'• �r vuaoD�eeac • NOTE .t a r • . ::� i . BY OTHERS ,. • • • • • • S • ••BYlll�il<RS� i • • • 1. RECESS REM FIT CLIP 114' SO MULL BAR 44TH AVE 4 r.' WILL BE FLUSH AGAINST WOOD BACK AT... r te, AND HEAD. a : W CLD�IFW WOOD IdSTAU ATMO V MILL. BM • TROD 1 (w00D) • ••• pp r'rt r LL bAH ° 4/13FAM S H E ATHINCI OTHERS • • • • • • • • CZwAwm IN THIS DRAww m Tm saLfi oF (�g , :� ': � 1 BY OTHERS •• • s • • • • • ggy�ppApTpRAg�yt�yggyAiH�1T :a.1 • • • • • • • • • • wMraa ae oFCIxTOMw•maw srah►+B. a>c d Pt P�� r �� 0 see i ava a.,ac� i.ucs.suag vvasv vaaaaaav ""F.11 n tt n .uva avavuaauaug.va Na, Na aNN uu.cwYn: Yat attr - w vt: v tom... a BM Home Log In User Regist atbn Hot Topics j Subm@ Surcharge Stats & Fads PubikoWns FBC Staff B= Ste Map Links { Search Product Approval USER: Public User Product Aporoval Menu > Product or Aoolcatbn Search > > A DeW i FL # FL5823 -R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems, Inc. Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre @cws.cc Authorized Signature Michael La Fevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre@cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph s.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Lic%nsed Florida Professional Engineer so**** Evaluation Report- Hardcopy Recei;� • o • • • • • • Florida Engineer or Architect Name who developed Roberto Lomas • the Evaluation Report •••• •••• �••••� Florida License PE -62514 e • • • •••• •••• ••••• Quality Assurance Entity Keystone Certifications, Inc. • • Quality Assurance Contract Expiration Date 12/31/2010 • • • • • •• •• • •••••• Validated By Steven M. Urich, PE , • • • • • • g • Validation Checklist - Hardcopy Received • • • e • • • • • i • • • • •eggs• Certificate of Independence FL5823 R4 COI 510484A (Evai Rep SHI OOZmp • • Oise Referenced Standard and Year (of Standard) Standard Year AAMA/101 /I.S.2 -97 1997 AAMA/101 /I.S.2/A440 -05 2005 ASTM E1886 -02 2002 ASTM E1996 -02 2002 of 3 7/15/2009 9:19 AM ....... » ._.. �, , >...... .... r ., , ` PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 01/0512009 Date Pending FBC Approval 01/09/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Imoct).pdf Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.pP Impact Resistant: Yes FL5823 R4 II Mlkron NOA 06 -1220 01.p�1f Design Pressure: +75/ -75 Verified By: Roberto Lomas 62514 Other: Large Missile, 36x62 DP= +/- 75 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH - 8100 Impact),odf Created by Independent Third Party: Yes 5823 SH -8100 Vinyl Single Hung SH -8100 Vinyl Single Hung (Impact) P i of Use Installation Instructions pp roved for use In HVHZ: Yes FL5823 R4 II CWS -155A (SH -8100 Impact). Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05 -1208 02.�1f Impact Resistant: Yes FL5823 R4 II Mikron NOA 06 -1220 01.pdf Design Pressure: +67.5/ -67.5 Verified By: Roberto Lomas 62514 Other: Large Missile, 53x76, DP +/- 67.5 psf. Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510484A (Eval Rep SH -8100 Impact).pdf Created by Independent Third Party: Yes 5823.3 SH -8100 Vinyl Single Hung Heavy SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R4 II CWS -369 (SH -8100 Impact *2x72.100 Approved for use outside HVHZ: Yes • 00 000 pp D –� • • • 0000• Impact Resistant: Yes FL5823 R4 11 DuPont SGPONOAP -1 1 - 4 • Design Pressure: +100 / -100 FL5823 R4 II Mikron NOA 06 -1220 01.od • Other: Large Missile, 52" x 72 ", +/- 100 psF. Verified By: Roberto Lomas M1 • •' • • • • Created by Independent ThlydWeKVPYes • • Evaluation Reports 0000 • • • • *049: FL5823 R4 AE 510965(Ev8 Rep +JH- 810 ®Impact!100 DP). •�— 0.00 Created by Independent Thir ?0: Yes • • • � � • • • • •• •• •• 0000• 5823.4 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung 0►r181VVow w. HD PMR, 5 HI •� sash. • 0 0000 ••••• Limits of Use Installation Instructions • • • • • • • • • Approved for use In HVHZ: Yes FL5823 R4 II CWS -295 (SH" QQ impact 62x%#.pdf • Approved for use outside HVHZ: Yes FL5823 R4 II DuPont PVB NOA 05- 1208 Impact Resistant: Yes FL5823 R4 II DuPont SGP NOA 07- 1116- 04.pdf Design Pressure: +67.5/ -67.5 FL5823 R4 II Mikron NOA 06 -1220 01.pdf Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 67.5 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL5823 R4 AE 510868 (Eval Rep SH -8100 Impact 52x96).pdf Created by Independent Third Party: Yes 2 of 7/15/2009 9:19 AM ........,. ,_......,... ..,.,...... .. ....�,..........�.._ _..»....... t,..,. zy r - r -_ -c�r_ ....,., r ........ ., .<.1 . < >... ' ® Next DCA Administration Deparbnerrt of Community Affaks Fkrkb BtAMV Code On&re Codes and Standbrolo; 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2005 The State of Florida. AD rights reserved. CopyWht and Disclaimer Product Approval Accepts: K9lk V 0000•• • • • 0000•• 0000•• 0000 0000•• • 0000•• 0000 0000 • • •0.e 0000 •0000 • • •••••• ••• • 0000• •• •• •• 0000•• • • • of 0 • • 0000 0000•• • • 0000 � • • • • 0000•• 0000 3 of 3 7/15/2009 9:19 AM r L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Clemmons, NC 27012 Report No.: 510484A 336 - 945 -%95 Manufacturer: Custom Window Systems 1900 S.W. 44 Avenue Ocala, FL 34474 Product Line: 8100 PVC Single Hung — Impart resistant ConWilence. The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9B. 72.070 method 1(d). The product Hated herein complies with the 2007 Florida Building Code. Product description: Single Hung window, Impact resistant made bf white rigid PVC. Frarne and active sash were of welded mitered corner construction. Supporft Techakal Docwnw4at w. 1. Approval document: drawing number CWS -155 Revision A, sheet 1 of 8, titled PVC Single Hung, prepared, signed and sealed by L Roberto Lamas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3168 -2, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Frame installation. TAS 201-94 Large Missile Impact Test TAS 202 -94 UMfarm Static Air Pressure, t75.Opsf design pressure, 10.13 psf water inflitration TAS 203-94 Cyclic Pressure Loading t75:Opsf design pressure b) Report No.: NCTL 210- 31W2A, signer by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, France Installation ASTM E 1886 -02 and ASTM E199642 ASTM E 18881E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, *75.0 psf design pressure c), Report No.: NCTL 210- 3168-3, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL 8100 PVC SH, Fin Installation TAS 201 -94 Large Missile impact Test TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10.13psf water infiltration TAS 203-94 Cyclic Pressure Loading ±67.5 psf design pressure (f) Report No:: NCTL 210- 3168 -313, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL. 8100 PVC SH, Fin Installation ANSIIAAMAINWWDA 10111-8-2-97 Design pressure: t67.5psf Water penetration resistance 10.13psf ASTM E 1886.02 and ASTM E1996 -02 • • • • • • A,51V E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 • • • ' see** • ASTM E 18881E 1996 CycHc.Load Test, *67.5 psf design pressure • • • • • • • • •. 3. Anchor calculations, report number 510151A, prepared, signed and sealed by L Roberto Ld 114 P£. • •' • • • • • • • * • • • • y of ��° ... ♦ nwi. ..,,. • • • :: �.r✓� TA Y �,�.,s'`•r :,� .,.• �,� 'Etc„`` 102 : r, �+.r:"' 'c : s <. f��ip�1 r .. ` P ��` LUIS R. Lort P.E. Tas, .`~ f / �NAL �' \t FL No.: W614 ' •.• .rt m,'•"° jd'9^ „s:b +. " fill 11110 07116r2M L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Clemmous, NC 27012 Report No.: 5104M 336 - 945 - 9695 Umftations and CondltJons of use: Unit size Max. D.L.O.. Design Pressure Rath Impact Rating Up to 37" x 63" 31 9/16"x 2T' t 75.0 psf Lame and Small Missile Im U to 531!8" x 76" 4711116" x 3311!16" t 67.5 a and Small Missile # mpact • Units must be glazed with IK" IGU consisting of: outboard file 118" Ann — Air — 5116° laminated Inboard life consisting of 118" Ann —.090' Dupont Butacite PVB intedayer -118" Ann per ASTM E 1300. • Dupont Buthc ite PVB intedayer per N.OA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impatt protection in wind borne debris regions. • Frame material to be white rigid PVC per N.OA 06- 1224.01. lnstalfailon: • Units must be installed in accordance with approval document CWS -153 Revision A CerWkatlon of Independence. Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial Interest in any other entity involved in the approval process of the listed products). • • • 0000•• r• • 0000 •� 0000•• 0000 0000•• • 0000•• • • • 0000 0000 �••�•� 0000 0000 0000• 00.00. •••� ; ••i•• I►• 1?.Q /J 0000•• • 0 • ., t,;:�(ttr:a;,. 'ti.�V��•� �� `�9r,�.�'' • • i. 0000 ••••i• ,� +,.: �:••;- ,qt �: 'ar yt�r S� � r : �•' 0000 • • •0.000 1neb. .' • • 7 C ww • • • TAT op -. 2of2 - _r•.� -�'�� Jid,S•C�Rt� Luis R. Lomas. P.E. NA ;L FL No.: 52514 / /iJ11t 1lti�� 07n6MON c� =nrR•. . SINGLE HUNG ELEVATION (1MEACT) Pyc 'T REQIJIFtF,MENT: (SHOWN WI DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 63 U8' MAX. OVERALL 53 18• MAX OVERALL 2. GLAZING OPTIONS; (SEE SHEET 3) LANGE F WIDTFI 517W MAX. UNIT WIDTH 51 7W MAX. UNIT WIDTH S. CONFIGURATIONS: "QW. 47 MI S- GLASS DLO 471 ttts' GLASS DLO 4. DESIGN PRESSURE RATING. (SEE TASLESSHEET 3) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13M.. ET - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND 78• GLASS TABLES ASTM E 1300. OVE RALL Q GL AB a b. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE FLANG' DLO HEIGHT 1f4 GLAS L SHEETS 8-8 FOR ANCHOR DETAIL 774 MAX G. SHUTTERS ARE NOT REQUIRED. MAX H 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT I'm MEETING RAG. AND �3'r' 3311!18' " 273178" JAMS. MAX GLASS M H 11 ma HRta iT �O 8. REFERENCE TEST REPORTS: NCTL•2104i68.2 , NCTL 2104Iw2A , NCT L 210 31683 , NCTL -21D31�S L I Q Q. SERIES t MODEL DESIGNATION SH41 M. 4R 1HS' GLASS OLD 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO GLASS DLO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 5 HI SASH ORIEL 11. THE DESIGNATION X AND O StAND FOR THE FOL LOWING: X - OPERABLE SASH, O - FWD SASH EQUAL SPLIT 11 SECTION CAL LOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 431 " MAX OVERALL 63118' 5 318' LANGE WIDTH VAX OVERALL FLANGE WLDTH FLANGE WID 919718' GLA98 DLO TH 314" MAX UNIT WIDTH 51716' MAX. UNIT WIDTH 51 7t9" MAX. UNIT W{0TH 471VIO' GLASS DLO 4711116' GLASS DLO 83" zr MAX 63816° 896178' OVERALL GL • ASS MAX OVERALL f21 FO�V�ERALL pure H F� E O HEKiHT 82 38° O HEItiHT 621118" O OLO UNIT MAX MAX UNIT UNIT HEIGFTC MANX HEIGHT SS. HEIGHT SASH HE OW MAX. 8• 2M18" 21' 6AEH X HEicI1r X GLASS HEItiHT DID M . 0 2818118° GLASS MO GLAASS DDL0 GUM CL AL PIT UPOAIED PER NEW FBC REQUIREMENTS 107107105 60140 S ORAL: • i ♦ i i • ♦ i 4 HI SASH ORIEL 4, 4..,e n TABLE OF CONTENTS i ♦ • i i • i i i i i s i • ,�� . GENERAL NOTES & ELEVATIONStt t 00 • • i i i i i i • • i i • .� ~'" r �•, • -. � SW 44TH AVE ANCHOR SCHEDULE & NOTES....... -2 ,'� 9! C €a FLORIDA 34474 DP CHARTS & GLAZING DETAIL--.3 SECTION VIEWS.. »......_ ......................4 EXTRUSIONS r' „- �,g OWALLA71O & B.O.M . ...... �. „5 • • • • • • i dam• ; • a; SE H E 7!712006 INSTALLATION DETAIL ._♦ ,_..B� • • • • • • • PROPR6'7•AR4ARnCOMMEN7141 i• • • • • • • • •`. • • • • • • • • • • ♦ • T+' S�' �'" noracournwEOSr 'rtcaealamramre,H& SOLE PRO • • • i • • • • • • • 4Ytt�ChV ' R A% RF.PROIXICtlON 9d PART OR ASA y: FL. P .712514' �.. . - A , wRtrreNPpaoslaFCUSroMwwrmotvsraT8L7s , arc is t �8 .x P a• ' a •� �• h- .r�� f•. .,.�tstpo.!t1' �.��,,. ,ti • • • • • • i • • • �.�1`��1t961964p t SEE NOTE 2 SEE NOTE 2 Ir 4" 4' MAX. O.C. 8 — --••-' —.12° MAX (TYPI ..... MAX O.C. MAX. O.C. MAX. MAX I r T—o Ea MAX I MAX O.C. 8EE NOTE 8 MA �'I MAX (TY SEE NOTE 8 f TYPI (TYp) � �- � MAX MAX �- � k O {� MAX C.O. �- v MAxo.c. MAX a (TYP) MAX O.C. INSTALLATION X X INSTALLATION y X ANCHORS TYP. /t 4 INSTALLATION DWALLATION ANCHORS TYP. ANCHORS TYP. A ^ 4 ANCHORS TYP. 4 HOR - IFLANGEI ANCHOR LAYOUT - EINI tSF$dF9C WH 76D.P.1 (8PEt2FIC FOR w pj ANCHO_ _L1T ANCHOR LAYOUT '�tt wraa+& a T oPSwr�o1 nwwao Fw4w (SPECIFlO fOReI$QPJ (SPECpIGFOR 87,lU.Pa NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1116" M PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.311Ei' DIA, ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4 INTO MASONRY THRU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 lir SHALL BE ACHIEVED. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3w INTO 2 BY WOOD SUCK- S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 172° INTO 2 BY WOOD SUCK FOR FIN INSTALLATION 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. UPDATED PER NEW FBC REQUIREMENTS 07/07108 S. ALL INSTALLATION ANTIURS W4 StM��" ej)F 6 6� Ct •♦" ��''S A RESISTANT MATERIAL OR COATING. �, I 9. INSTALLATION ANCH06.11HALLpf IN�p[:tic7RMwryIt:E WNyt A aHOR MANUFACTURER'S mTALLATION INSTRUCTIONS. AND ANCHORS SHALL ;1 'r' y d r r' dwo NOT BE USED IN SUBSTRATES WITHATREWTHC LIISSCHAN THE MINIMUM STRENGTH SPECIFIED BELOW. •• ••� •• • • • •• o:am. ✓^ rK 6W 44THAVE. w' • e ! <. t• a c >.f"%� FLORIDA 34474 10.1NSTALIATK3NMNCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIEy` , .. A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 - B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. o �. SC - IMPAC C. MASONRY - STRE616TH OONFORMANCE TO ASTM C•80, QRADE:OTYPE t (OR GREATER). • •• • • • • • • • • p�pR�ARvArypOp�tp�tpu ° .yco t1c�`. w SIPIGLE ADE 717E+008 • • • • • • • • • • • • 7'Fi$ INFORMATIOR OONTAUJEO W TMSORAVNNCI M TttE �(.EPRppgRTT, - L RONIERTO LOMi48 • • .. •— 8100 NTS .1 • • • • • • • • • •• VANDOWSYST"HNC.AWREFR •RONMPARTORA$AY�tFfOLEW FL f�Z N0.82914 • • ••• • • • WR "MPERMWMOPVJSTOl1WMOWMSYWEWW-M n ° A ' ••• • • • • ••• • • i3 4— e •Cd• �• • • • ••• • • • '�(�'•,;:. • 4 `}' l td. •i• i • i ••• •i.s i •i r �� 1al;P ?3�1ktis1F1� ;� MODUL.AR81ZI5 ItINIT • INSIM 1R1I#1T " WIDTH GLASS TYPE VIA 25112 31112 36112 38112 411/2 43112 47112 61112 53112 66112 68112 83112 86112 87112 71112 74314 23112 A.B +751 -75 +751 -76 +781 -75 +751 -TS +751 -75 +751 -75 +781 -75 +751 -75 +761 -76 +751 -75 +781 -75 +751 -75 + 87.51- 87.6 +87.51. 87.5 +87.51 -87.5 +87.51- 87.5 +87.51 -87.6 47112 A,S +751 -76 +781 -76 +751 -75 +751 -75 +751 -76 +751 -75 +751 -75 +761 -75 +76146 +761 -75 +781.75 +751 -76 +87.61 -673 +87.61 -67.6 +87.51- 87.5 +$7.51- 87.5 +87.51-67.5 29111 A. B +751 -75 +751 -75 +751.75 +751.75 +751.75 +751.75 +761.76 +751 -75 +751.76 +751.75 +751 -75 +75!•75 + 87.51 - 878 +8751. 87.5 +87 .51-67.5 +87.5/ -87.5 +87.51 -87.8 31112 A,B 1 +751 -75 +761 -76 +751 -75 +751-75 +751 -75 +751 -75 +751 -75 +751.75 +751 -75 +751 -75 +761 -75 +761 -75 +8781 -87.5 +87.51 -675 +87.5/- 87.6 +8751- 87.8 +67.61.87.5 3614 A,0 +751 -76 +751 -75 +7St -75 +781 -75 +751 -75 +751 -75 +751 -ib +761 -75 +751 -75 +751 -75 +751 -75 +761 -76 +67.51 -87.5 +87.51- 67.5+87.61- 87.5 +67.51 - 67.5 +87.51 -878 39112 A. 0 +87.61 -67.5 +87,$1 -67.5 +8751.87.5 +87.61 -675 +8751 -87.5 +87.51.87.5 +6751.875 +87.61.67.5 +67.51 -875 +67.5187.5 +87.51 -87.5 +87.51 - 87.5 +87.51.87.5 +87.51.57.5 +87.51- 67.5' +87.51 -87.6 +67.51 -87.5 41112 A. B +87.51 -67.5 +67 .51 -878 +6741.57.5 +67.51-67.5 +67.51 -67.5 +87.61 -87.6 +67 .51.87.5 +87.51.87.6 +67.51.67.5 +87.51.87.6 +67.61 -67.5 +07.51 -67.5 +67.51.87.6 +87.51.87.5 +87.51 -67.5 +6751 -87.6 +87.61 -$75 43112 A,8 +67.51 -87.6 +67.81 -87.6 +67 .5/ -87.5 +87.51 -87.6 +875J -87.b +87.51 -67.5 +87 .5f -67.5 +67,61 -87,5 +8781 -$78 +$7.51 -$78 +07.51.87.6 +87.61 -67.5 +87.51 -67.5 +87.51 -67.5 +67.81 -57.5 +6781 -67.6 +67.51 -87.5 47112 A,6 +87.6f -87.5 +87 .5f -67.5 +87 -87.5 +87.61 -$7.5 +67 .51-$7.5 +67.51 -67.5 +875/ -878 +87.61.67.5 +$7.51- 67 .5 . +87 .51 -67.5 +8781 -67.5 +87.61 -87.5 +57.61 -67.6 +07.81 -67.5 +67.51 -57.5 +6761 -67.6 +67.5/ -875 61 14 A,B +67 .51 -87,5 +87$1 -875 ♦6751.875 +6751.875 +8781.6 +67,51.675 +67.51 -875 +$T$i -675 +87.51 -87.5 +8751.675 +8781 -878 +97 .51- 875 +6751 -875 +6781 -875 +8781 -875 +8751 -875 +878/ -875 cOmm "Illm rm to ivl WIDTH MASS HEIGHT I" t" TV E 26 36 686!5 56 83 72 78 18118 A.B +761.75 +781 -75 +761 -75 +761 -75 +751 -75 +8781- 87.5 +87.51 -67.5 25112 A.13 +751.75 +751 -75 +751 -78 +751 -75 +751 -76 +87.51 -67.6 +87.51 -675 37 A,B +7 L .-? +7S +781 -7$ +751- fil +761.75 +87.51.87.5 +67.51 -675 1x A, 8 $7.Sf -87 @7.St -87.6 8751.87.5 +8731 -875 +8751•87 +6 +8787 -878 +67.51.87.6 WC OVERALL 31C OVERALL 118•. ANNEALED GLASS 118" TEMPERED GLASS &IV AIRSPACE SHW AIR SPACE 5118° LAMINATED 611W LAMINATED IV ANNEALED GLASS 118" ANNEALED GLASS 3W DUPONT PVS INTERLAYER 3132' DUPONT PUB INTERLAYER 118` ANNEALED GLASS 118" ANNEALED GLASS NOTE: 1.IF 8125 INTENDED IS NOT SHODUN,USE NEXT LARGER 8 rri UPDATED PER NEW FBC REQUIREMENTS 0 /07!08 00 ••• ••i i i •• i ••• `' 1St:'' • •• • • • • ••• • - .�•" • w it` q ° ..:..,. •••• , • • • • • .• ,�` - r , , .' t SW 44TH AVE. :-• e+' +6 q - `.. - • FLORIDA 34474 •• • • • • •••� r r• e ! vc PROPRIETARYANO COMFUMMU °. o ,'• ., 7I.q - SINGi.EH L 'AD 7A •• • • • • • • • • THE X =4 * ° 81 NTS - CN18165 • • • • • • • • • • • • e• • • • • • • • • • •• VV MOW 10 Mwluc wsrs tJiNPARTORA9A W RIT T EN - Fl.P.181i0.829i4 + .� -..+ Rmaa PeRw�ontoacusewn�orErna. wc.� 's � "+t' , " r- • .� - - A ' 3 CF 8 ' a' • . r -�... • Nom.•. ,sai,' e , ••• • • • • ••• • •� 2 3a rgyx t�n�'•Y UNIT WIDTH -- . 3 1 OVERALL FLANGE WIDTH 1 TYPICAL HORIZONTAL SECTION NO •LEFT 8IOfi 8FIWY8 FIXED Y, R1011T &DE 8Ht7W8 SA&1 OITT AWAY IMPACT HOOK SPACING: 1I SILL HOOKS: A) 6" FROM UNIT EDGE TO EDGE OF HOOK. a1 A THIRO HOOK IS CENTERED IF UNIT MOTH IS GREATER THAN 3T. 2f ONSH CATCH: AJ 2 -llT FROM aABH CORNER TO EWE OF CATCH. BJ A ThgRD CATCH IS CENTERED IN BASH IF UNIT WIDTH 18 GREATER WPACT HOOKS APPLIE8 THAN 37. SASH AND FRAME HOOD ARE TO ALIGN WITHIN 114`. WHEN UNIT WINDOW SIZE EXCEEDS 37° WIDE a ANCHOR 63" HIGH. 6 a OVERALL tJ ' FLANGE M j HEIGHT HEIGHT {11 16 GLASS TYPE t SEE SHEET 3 I 1 1 J/ DETAIL A ,a 2 I UPDATED PER NEW FOO RMUIR MEMS 07107!08 •f►• • • Iif1 PJ • • ALTERNATE INFRAAE �'. r ( ;use goes INOTE: ITEMS USED BUT NOT SHOWN ' « e Pd'ek l ; ►100 6W 44TH AVE. O ,.:! :.�•= FLORIDA 34474 E- 20, 23, 25, 28, 31 ,37,44,4SA7.4952,55,83,84.57,68 �.' ' �; • ,,C ! C - .SECTION VEINS 6 ALT. FRAME - IMPACT • • • • W a • . w PVC Sl LE APE 7(712008 • • • • • • • • • • PROPRETARYANDCOWIDENML " t + •3"' c • • • • • • • • • • • • TFM V0: 0RNRNI ATCONTAMINTM� DRMNM10 THE SOLE PRDPBRTY � • L ROb C �&� 155 s • • • • • • • • • • VANDOWf SYaTW& INC. ANY REPRCMXTMIN PART OR AS • M� FL P62514 . ' °� v .� ' • • • • • • YW8Ti�1 PERN188ION OF CUBTOY W, 1 wv+vsrsTEUS, NC.L9. c 4. A '4OF8 • • • • • • • • • •'• tf 'oe '� 000 *00 0 Rem N past 8 tea FRARA6 I H6631 Nilb Fr., SK w DosA .PVC. toad rJ 3.128 1.810 2.180 C=TRUCTIbN 1 Ff6631 Mein R„ I N 7, 7R2., PVG 611 — 4 8 H6091 R„ w 4 6 4 1+8031 WW FR.. SK wiF�., t; .b. 1 3 F""I Meal. FA Fxd. 1.847 1 1.847 a &1409 Rate. Fxd.1AR 1.847 I H8827 am mut t, w RaC ♦ 9 Ftt W. flesh Molt Rd 3 ' 10 SahFlaWFbtPVC CORNOWELD(ALLSIGE6y 11 61488 Rekd.tL6.RlS.ti,R 1.180 I 2 fF w smhswbrr Rat L PVC SASH STM. RAIL- 6028 PVC SASH MTG. RAIL -6027 PVC SASH SIDE RAIL -6004 61488 FAW.&B.R,amR V 19 224 84418 OIC. Sd , 3p7 Fxe Fiona � wets Gk.8d., wL PVC FRAME FIN -8026 5.8618 cw . fti, 3,Slah, 3.128 T^'-}- 1.387 t3�QDU tMt.8d.,374W,Seah,Yltt 1 I 1.838 ,w 13861 ftam A RtC mt 8.6009 t Fler, PVC Vat 8.1878 Fr.0*kJAMkp., eit HB(b) 2 REINF. FIXED MTG. RAIL -1499 8.1a98 bah cwA wc, ltw 2JW 3 ALUM 6063 T-6 1 PVC SASH STOP -6029 S-tab4 AWAW 4 PVC FIXED MTG. RAIL -6001 FUMO MU RAT ER R Wl1}i OUTERFRAaE 1R fL3m suh CaR1 PVC .26 FL3ttte ITaIM0401p 17 83783 L/et. b"ct, fYc 29 tL3784 Nalpa, MM M9 PVC FRAME FLANGE -6031 .888 30 832/8 YdaapOwarwr ,498 31 Pam mw .FwkFAR, 8 31 83418 tlYstP.,a2'RIx,1871aselcttn8eaL 1811 tt4 .798 7 .fMO .009 An t 37 FL3768 #8 x 2AW Fh FfiaM 38 1 IM x onsph mms .217 18 19 P-WIW #8xlZ0FhFMuK98m. v1s' • REINF. SASH MTG. RAIL -1497 t 'm fLU48W l Mx0.lWQ=dFHTFKVft REINF S.S.RJS.S.R. -1498 ALUM 6063 T-6 PVC GLAZING BEAD -6016 42 w38ele #axam°FnFH7ac2 FR. HOOK IMPACT (SH SILL) ALUM 6063 T-6 43 P411119 0x3rFhPH7W2 ALUMINUM 6063 -T6 a 6ewnsdaw,b9a•69o4 45 1-3762 , irr Fob to Mot 9T -v1s• 1178• • 47 P uw Hot 1tNt rta3w w 48 83352 8m.811, 85 VW., iW x 5r x r I.B. L I I� 1 1W 1 E t _! 49 83713 SF38 WOW t*t LSIA WMTeb, 9ryat h--- -- 2117 ----H �--• f116" f sI 1L388f T /xrermy u,L (nF rim �.i �_ SASH CATCH IMPACT a P3813 amulL I ANCHOR CLIP, 1504 PVC SCREEN CATCH - 6013 a Gas, Fine ALUMINUM 6063 -T6 PVC SCREEN SUPPORT - 6014 ALUMINUM 6063 -T6 84 0bee, t3utb III 431st 13Faam(a. s1a •� --•- -2 W18' UPOATF - D PER NEW FBC REQUIREMENTS 07107/W a1 P3118 8oie4tt Waate. alit• • • • 178' –�I F► 3 W ap s3 s sa Frmr•, Vac r j:�llARE NOT USED t S ir a4 P3321 r as P3881 sorsml OW t8 Whataka • • T ' I ♦ y� . a . r • r SW 447H AVE. P3 • •• }_ Pam Flk y1 1J4• �.♦: i„J Qu a 1 "" FLORIDA 34474 bx F p4m screw Pa tto T aber PLAN VIEW OF ANCHOR CLIP -� = : . ° USI NS / SA u AaT 69 118018 , fRi 11'11. FVC. • • • • ..ter'.-. • :. x ! ' 19 5 si • • • • • • = •' • " ., :�.• ' + - :3" Sf H 7t7120� 7t 138028 Bne..380 • • • PRIPMEW � '�;. �: s. ;g ' NTS CMYS- 55 72 83113 C • • • THE UtFpRMUtN100Nt 'enffiDWTMIiORANRNO1s tH8 SOte PROPfiRTY • • •• Neht7Wf PoTENW.W. ANY AMOWCRON IN PART OR AS AtM10t8YMT� Ft.,P.13.6 i • ait .,.. • • see • • • YOUTEN P8RMI8810N OF CLO M wItACa16Y8r zft WmM to PRON�iEO. • A ' S OF S wo ••• • • • • ••• • • 1f�� R.P41r'6 y�;,,y • • • • • • • • ,� ,{� %, • •.� • • v +�� ` \gip^ (Mlti. EMBEDMENT) 1 IEEE MOTE 248 ON SHT. 2� CAULK BETWEEN BUCK Z'11C 1J4° MA7CSHQa1 AND OPENING BY OTHERS (MIN. EDGE =Ta TE a • ,•° • ANCHOR (8EE NO 2&3 (FAN. EMBEDMENT) ,�p� • • '7 CLIP N BHT. 2) • 21tY — •p •• .410'.4 .INSTALLATION ANCHOR, C EfINA80NRY (AAIN.EOO� EWE MST.) + t ♦ rCI INST AL LATIO N MASONRY A N CH ANCHOR � • ,p lHO WOODBOREW BY.OTHE Y.OTFIERB 6 • a • 3148' CIA MASONRY Y ANCHOR. CLIP A w . a• CAULK BETWEEN BUCK �•. �ePtt+• `p' • .pep .�irp•�P ♦ • ♦ 1BYWOODBUCK a a ° AND OPENM BY OTHERS b. P► v+ .F• 9+ p • �� 4• D+♦ 9 EMBEDMENT) �• ° !+ BYOn1E14s • °� e . ► ° a as .•�•' ° •° O ; e' 2SYBUCK • a SY OTHERS EXTERRIOFINISH a ♦ aa. ; 4 By •a —�-- 1/4' a• 'MAX SHIM ° ' (SEE NOTE 2 813 s ; a • ° . ° ON BHT. 2) • • CONCREMWSONRY PERBAETER CAULK a ~ ♦e. . ° • BY OTHERS BY INSTALLER 1 BY WOOD BUCK • ♦ A• • 4 SY OTHERS a • ° WINDOW FRAME • ' • •• •AW PERIMETER CAULK Obi • ° • a WINDOW FRAME ANCHOR • PE WIFTER CAULK BY INSTALLER HEAD BY INSTALLER IN Tr ANCHOR SECTION EXTERIOR FINISH HORIZONTAL SECTION 3118" MA80W ANCHOR, /$`t N BY OTHERS CUP VVOOD) ANCHOR CAULK SETWEEN BUCK CLIP AND OPENINOBYOTHERS . WINDOW FRAME Buy, INSTALLATION ANCHOR. 3118• DtA. MASONRY ANCHOR PERIMETER CAULK BY INSTALLER _� ltd" MAX6HRd (6EEND TE 233 EX'T'ERIOR FINISH ON SNIT. 2) BY OTHERS • ♦ • s • YYINDOW FRAME 0 . + . • p BILL .+p.� C•i p '� ��D. INSTALLATION ANCHOR. • p f p. y • • P • • + • p • p 3M8• CIA MASONRY ANCHOR ' + • p p P PERIMETER D • P • +8 . p P b ° • ' L►pN EMBEDMExL) BY INSTALLER � ANCHOR `P •, � . � • . p ► ` • ` + �A +p •4.�r p.� "� p •� CUP 1t4• MAX SI{g1 � • �► • ► p . • p . +p P FINISH � (SEE NOTE 2 !l 3 EXTERIOR ON BHT: 2) CONCRETEtMA80NRY 13Y OTHERS •. SY OTHERS WK EDGE DIET.) W000 BUCK (ALTERNATE PRECAST BILL DETAIL L�DATED PER NEW FBC REQUIREMENTS 0 1071DB a . a . • a p sa .• �`.N • ..M• " rr • • BY OTHERS • :P «� • : *a P♦ • •a'•`.• . t P�. ,. • «. ---Ti �1 �'7 / {i .rr�s,,.7�� •. aPaP M P. 4 =S♦ •�i, p}I�'%. S 1 ,std t ` •. �r/fww!R.. -+ • •• P uaa P • '• ♦ .• Mae i =� 7 1f4' /�1S •. •• A' • P .. ,O • � 5►• • .�, PS � p � (MIN. EMBEDMENT) •' ti , ' ' ` t, ' • :. SW 44711 AVE. s. • • •i • . A• a ai .a0.• • i.a ' FLDRIDA 34474 eB oYERB • • • • • • • EDGE DI8T.) ON DET W IP - • • • • • • • • :~. _: a PVC SINGLE H ADE 717rAN • `� ,a�, •, • • • • • PRWMETARYAM)COFFIDENrAL `. `• et .. t. 'v • • • RT�Ai iECTJGI� • • • • • • TfiE p•]RORMYLTIONCONrAMMIN THE DRAWM 16 Tee, SOLE PROPER1YO Ptalys®t• 4 b.� .�.. BTI� NT8 CWS•1 • �W 06 P J MASONRY) • • • • • • WNOOW8Y6TEho. W- AW R TIONINPARTORASAMOIkN0 m FL P.G 6281 ~ .4 . ' • • ••• • • • MTMN PERMWSM 0FCU8TCWMN00WGY6TnM M MpRomrlo . • • A BOFB �.' a .., • .g ..�9 ..+• (MIN. IW MAX $HIM BY OTHER $ ~'`�` 1 BY WOOD BUCK IEEE NOTE 2 a 3 ON BHT. 2) (MIN EMBEDMENT) BYQTHERB DRYWALL DRYWALL OONCRETWMASONRY r Yi f A -. •Z�..t.�.. 2 , BY QTFIE� BY OTHERS r X. � (BEE NOTE 2 8 S ON SHT 2) ► • ► BY OTHERS (MIN EDGE DIST.1 • ♦ • 4 I CAULK UNDER SCREW a d INSTALLATION ANCHOR. 3118° DLA. • . I HEAD BY W3TALLLIR • ► CONCRETE✓MASONRY E,- MASONRY $CREW wWEOPRENE ♦ • d BY OTHERS BACKED WASHER THRU $CREW . • , • • • ► Nk% ° • • s • • SUPPORT 2 BY WOOD SUCK d CAULK BETWEEN • 01. • t a • SUCK AND OPENING ° a • • a . - • , • � • ► . ► BY OTHERS + : ♦ ♦ d 1 BY WOOD BUCK (MIN EMBEDMENT) • • • • WINDOW FRAME ! INSTALLATION ANCHOR. 810 D BY OTHERS 21n• ♦ JNdS . ► , WOOD AIADHORW/1+lE0PRENE IA EXTERIOR FINISH . EDGE =Ta 4j*; ! 1 VACKEO WASHER THRUBCREW ► . • BY OTHER$ 4 ♦ • SUPPORT MAX SM ' • ! A 1 REE NOTEE 28 3 ONSH .2) PERIMETER CAULK PERIMETER CAULK PERNETER CAULK BY INSTALLER BY INSTALLER BY INSTALLER CAULK UNDER EXTERIOR FINISH - EXTERIOR FINISH CAULK BETWEEN SCREW HEAD BY INSTALLERS BCUCKANOK]PENING BY OTHERS BY OTHERS BUUKAANO HEAD WNDOW FRAME BY OTHERS (R\ H0 FRAME SECTION /$\ HORIZONTAL SECTION FRAME (MASONRY} PRAMS NZA INSTALLATION ANCHOR. 3118" dA. MASONRY SCREW wiNEOPRENE CAULK UNDER SCREW SACKEOWA$HERTHRUSCREW SUPPORT HEAD BY INSTALLER WINDOW FRAME INSTALLATION ANCHOR, 3115" CIA. BILL MASONRY SCREW WNEOPRENE BACKEDWA8HERTHRUSCREW SUPPORT INSTALLAIVNANCHOR, 3119" DLA. PERIMETER CAULK 114' MAX SHIM MASONRY SCREW WNEOPRENE BY INSTALLER (SEE MOTE 2 & 3 ON BHT. 2) SI WNDOW FRAME BACKED WASHER THRU SCREW LL SUPPORT B`�f6n�s p • ` • ` . • s p CA UN ' p• p • e p e 1 114 BY SCREW H D HIGH STRENGTH STRUCTURAL . p . , ` ' F • • • • • +� ,• Y A (MIN EMBEDMENT) G ROUT BY OTHERS p. �� , • e p p p p v 11 PERIMETER CAULK . • p e p p BY INSTALLER Ira• MAX sHIM • ' ' p p • ►p , , p p • • p (SEE NOTE 2 6 3 EXTERIOR FINISH ON BHT. 2} C0NCRETEJMA80NIRY (b8 EDGN E OIBT.} BY OTHERS +s BY OTHER$ A PRECAST SILL DETAIL `L' . 1 + . i• :° . 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Mac. to O ` A ° 7 OF B Jr 000 0 • •• •• • •. • •• •• • 'd'•a ��'� ? b.. t '. . 8HEATHIIO — (M BY OTHERS (IAN EMBEDMENT) EXTERIOR FINISH -- 4 BY OTHERS ,a 2 BY Wc'sp0 BUCK CAULK BEHIND FIN BY OTHERS BY INSTALLER ¢0. WINDOWWRAP °.' (NSTALLATIONANCHK)R, BY INSTALLER 08 WOOD SCREW PERIMETER CAULK BY INSTALLER 1!4 MAX VIM ($EE NOTE 2 & 3 O SHT. 2) _ 2 By BY OTHERS BUCK 114` MAX SHIM (SEE NOTE 2 &A ON BHT. 2) WINDOW FRAME HEAD INSTALLATIONANCHOR, t8 WOOD SCREW WINDOW FRAME t 112` JAMB (M4N EMBEDMENT) SHEATHMMO BY OTHERS 't. 4 s� r�tir y. d 'fin• d;. EXTERIOR FINISH WINDOW FRAME BY OTHERS WINbDW WRAP SILL BY MSTALIER CAULK BEHIND FIN BY IISTAME R PERIMETER CAULK BY INWALLER CAULK BEHIND FIN IW MAX SHIM t� HORIZONTAL SECTION BY INSTAL LER (SEE NOTE 2 & 3 ON SHT. 2) FIN (WOOD) PERIMETER CAULK BY INSTALLER 2 BY WOOD BUCK ..� BY OTHERS WINDOW • • • °' UPDATED PER NEW FSC REQUIREMENTS C7 MO avyINBTALIE* i i i • INSTALLATION ANCHOR. �Z I f. • i • • • • •5 WOOD SCREW ,1 EXTERIOR F2�1 • • • : • .: , .: :: . BY OTHERS • • • • • • • r ! ! , . H900 SW 44THAVE+ SHrATHING (MIN EMBEDMENT) f ? Ifoo GALA FLORIDA 34474 ' a k ' ! .t' , s . • "HE •� • • R2RRt) i ABBECTTBM . ` ° T N D WOO D-CONST� IMPACT ...: o ° : "?s c PVC LE ADE 7R2 • • • • • • FROPIWARYNO CONaOENTML z • "' `' `� 9 > • t , . , � "' r L: 8100 M oa CYY& -185 • • • • • G . IN b) • • • • KM CD?4TAOMINTKSDR WRMISIHES=PROPbl; `"•tR�RtbB61 c1 S�r.p • • • • • • • * •i Y4WM SYSTEM. MS.AWRUnMOMMMINAMTORAZA A'rbTI10NT FLP.F— .Ml.�d,SR4 - • • ••• • 7MV4FUIMT • wRinEHr >RUUaawNtcusroNtiwvsraTENas.wa,a + A '8OF8 '. 6 V'. n:. 0.w •. +�i'e �r��it800`ti ;4Sl31 Florida Building Code Online Pagel of 3 i i SCIS Home I Log In User It ghibration ( Hot Toplim Submit Surcharge Stats & Fa 4Pubiications FBC Staif BCIS Site Map Unks Search F Product Approval t� USER: Public User i t Product Aooroval Menu > Product or Aoolication Search > Application List > Application Dethil 1 FL # i`L6890 -113 ! Application Type Revision Code Version 2007 i Application Status Approved Comments 1 Archived C I Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368 -6922 Ex( 207 mlafevre@cws.cc { • I Authorized Signature Michael LaFevre mlafevre@cws.cc i Technical Representative Michael LaFevre ## Address /Phone / Emall 1900 SW 44th Avenge Ocala, FL 34474 1 (352) 368 -6922 Ex1 207 MLaFevre@cws.cc •- ' i Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Aveng st Custom Window Sy ems, Inc. Ocala, FL 34474 l (352) 368 -6922 Exir 208 p S.cc i I Category UEon } Subcategory 1 i Compliance Method port frl�m a Fl orida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Repo - Hardcopy Received • • 4444•• I • • • 4444•• Florida Engineer or Architect Name who Roberto Lomas I , 6 developed the Evaluation Report f •6 • • **so:* 6 F • Florida License ° PE -62514 I 00000 • • • Quality Assurance Entlty Keystone Certiflcatlons, Inc. • 0000 • • • • • • • Quality Assurance Contract Expiration Date 12/31/2010 $000. • • • • • • • • • • • I• Steven M. Urlch PE ••• • ee•e• Validated By 4066•• • • • • 1= Validation Checkl st - Hardcopy4teCLived • • • • • • • • Certificate of Independence 171-6890 R3 COI 5190 (Eval Rep CA IWtj&S Ddf • • • • e • Referenced Standard and Year (of Standard) Standard • e; • 4 • ea AAMA /101/13.2 -97 1 1997 AAMA/WDMA /101/I.$.2/A440 -05 2005 ASTM E1886 -02 2002 Plorida Building Code Online Page 2 of 3 i ASTM E1996 -02 . 2002 PA/TAS 201/202/20'3 1994 t Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D { Date Submitted 12/19%2008 4 Date Validated 12/29/2008 Date Pending FBC Approval 01/08/2009 Date Approved 02/03/2009 iurrrMary of Products. { Ettriffis Model, Number or Name Descri tign 90.1 i 8400 Vinyl Casement 8400 VinylCasement (Impact w /heat strengthened lass ) of Use installation Instructions Approved for use In HVHZ: Yes FI 68A0 R8 II Cw. 1 61A (C_A 8400 Impact) p Approved for use outside HVHZ: Yes EL Fp II buPont PVB NOA 05 -12 8 02,pdf _ Impact Resistant Yes FL6 890 R3 II Mikron NOA 06 -1220 01.0 Design Pressure: +67.5/ -67.5 Verified B�: Roberto Lomas 62514 Other: 8400 Vinyl Casement (Impact w /heat• Created by Independent Third Party: Yes strengthened glass) Large Missile, DP # +/- 67.5 psf, Evaluation Reports 37x72, laminated glass will have DuPo interlayer FL6890 R9 AE 510489A ( val Rep CA-840U when used in HVHZ. Created b' Independent Third Party: Yes 6890.2 l 8400 Vinyl Casement. 8400 Vin iiCasement (Impact w /annealed glass2. Limits of Use I i n Instructions Approved for use Ili HVHZ: Yes F 16890 R3 II CWS 161A (CA 8400 Im ap�c ).pdf Approved for use outside HVHZ: Yes FL6890 R3 11 DuPont PVB NOA 05 - 1208 02 Impact Resistant: `des FL 6890 R3 II Mikron NOA 06 - 1220 01.pdf Design Pressure: +60/ =60 Verified By: Roberto Lomas 62514 Other: 8400 Vinyl Casement (Impact w /annealed Created by Independent Third Party: Yes glass), Large Missile, bP - + / -60 psf, 37x63, laminated evaluation Reports glass will have DuPonVs Interlayer when used in HVHZ. FL6890 0 AE 510489A (Eval Rep CA -8400 impaW,Pd_f Created by Independent Third Party: Yes 6890.3 8400 Vinyl Casement impact CA -8400 Vinyl Casement w/ heat strengthened glass. Window i Limits of Use Instaliatinn Instructions Approved for use in HVHZ: Yes -240 (CA-BADO Impact 40 Approved for use outside HVHZ: Yes FL6890 R1 II DuPont PVB NOA 05 -1208 02 pdf Impact Resistant: Yes FL6890 R3 11 Mikron NOA 06 -x•20 01 .pd Design Pressure: +75/ -75 Verified B • • Roberto Lomas 62514 e • Other: Large MissIIe,140 x 63 °, DP = +/- 75 psf, Created by IndependenjThint Party: `M•••• ••• •• (Impact w/ heat strengthened glass, PVB)- Evaluation Reports 0 e e • 511043 Mal jtgp _CA-ffjW!%n pact 40 • =Createdb •••••e see* 06• e• �. penrip nt a : Yes • sees•• e•e• sees • • Back Naxk i sees 0000 ••s•• •e•ee• ••• • seise •e •e •e see••• • � sees•• • •• nCe Administration • • • • Department of Community Aff4irs • • Fiorlds Building Code Online • • • • • • • • • Codes and Standards • • • • • • + • • • 2555 Shumard Oak Boulevard! • s e Tallahassee, Ronda 32399 -2100 • • • • (850) 487 -1824, Fax (850) 414 -8436 O 2000 -2005 The state of Florida. All rights reserved. Copyright and Disdalmer Product Approval Accepts'. i { i i Florida Building Code Unline • ver18�9h + w/} aeea/ed 4EBIPT/ I I I I F I I i I I • • • 0000•• •• • 0000 • �• 0000•• 0 0000 • 000000 8 • 0000•• • • • 0000•• 000• 0000 • • 0000 000• 00000 00•64• ••• • ••0.0 •• •• •• 00.000 0000•• • • • 0 • • • •• 0000 •00000 • • 0400 • • • •• • • •• 0•0000 i 0000 I i t ` L Roberto Lomas P.E. Englneeeing Evaluation Report 1432 Woodford Rd. Report No.: 510489A Clemmons, NC 27412 336- 945 -9695 Manufacturer: Custom Window Systems 180o S.W. 44' Avenue Ocala, FL 34474 Product Line: 8400 PVC Casement— Impact resistant i Compliance: The above mentioned product has been evaluated for compliance with the requirdments of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9 &72.070 method 1(d ). The pmduct listed herein complies with the 2007 Florida Building. ' Product description. Casement window, impact resistant made of white -rigid PV,G. Frame and active sash were of welded mitered comer construction. ; Supporting Technical Documentation: 1. Approval document: drawingnumber'CWS -181 Revision A, dated 06/19/2008 sheet 1 of 8, titled 8400 PVC Casement, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210- 3274-1, signed by Gerard J. Ferrara P.E. National CerViled Testing Laboratories TAS 20.1 -94 Large Missile impact Test ' TAS 202 -94 Uniform Static Air Pressure, t67.5psf design pressure, 10.5psf water Infiltration TAS 203-94 Cyclic Pressure Loading - 60.0psf design pressure b) Report No.: NCTL 210;3274 -1A, signed by Gerard J. Ferrara PE National Certified Testing Laboratories ASTM E 1888 -02 and ASTM El 996-02 ASTM E 18861E 1b96 Large Missile impact Test, Level D, Wind Zone 4 ASTM E 18861E 1996 Cyclic Load Test, t60.0psf design pressure c} Report No.: NCTL 210 - 3278 -1, signed by Gerard J. Ferrara P.E National Certlfied Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static-Air Pressure, t67.6psf design pressure,- 10.5psf water infiltration TAS 203 -94 Cyclic Pressure Loading i67.5psf design pressure d) Report No.: NCTL, 2:10- 327$AA, signed by Gerard J. Ferrara P4 National Certified Testing Laboratories ASTM E 1886-02 and ASTM E1996 -02 ASTM E 1886/E 1996 Large Missile impact Test, Level D, rnd Zone 4 ASTM E 18881E 1996 Cyclic Load Test, t67:5psf design pressure e) Report No.: CTLA 1344W -4, signed and sealed by Ramesh Patel P.E. National Certified Testing Laboratories AAMA/NWWDA 1011I.S2 -97 Design pressure: ±50.0psf Water penetration resistance: 10.5psf 3. Anchor calculations, report number 610116, prepared, signed and sealed by L. Roberto Lomas P.E. n • • • •••••• •••• •••••• tea.. vp 1�llt 11!11/ a,�` ,• • v 1 �o ♦„ 4 �• :ti Fa _ • 4 0�F�' j i . 0 .0% - 4-T TAT OF z 0 Rt V- L. Roberto Lomas P.E. Engineering Evaluation Report • ' 1;12 Woodford Rd. Clemmons, NC 27012 Report Mo.: 510489A • 336 945 - 9695 Limitations and CondItlons of use. Unit Size Max. D.L.O. Design Kessure;Rating Impact Ratan Up to 37'x63" 29'/4 °X55'4 *60.0 Psf ' Large and Small Missile ]1m act U to 37'x72° 29 %; "x84 Y4° ±67.a sf La a and Small Missile act • Units up to 37 "x63" must be glazed with: 1 W IOU consisting of outboard lite 1/8" Ann — Air — laminated inboard lite consisting of 1/8" Ann — 0,090" Solutis or DuPont PVB interlayer —118" Ann, per ASTM E 1300-02. Units up to 37"x72" must be glazed with 11 /4' IOU consisting of outboard lite 178" HS —Air— laminated inboard lite consisting of 118" HS — 0.090" Solutia or DuPont PV8 interlayer -118" H per ASTM E 1300 -02. Solutla interlayer per NOAA3-0827.08 a • DuPont interlayer per NOA 06- 1208.02 • This product is rated to be used in the HVHZ.. This product Is impact resistant and does not require impact protection IH wind borne debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 lnstallatlon: ' • Units must be installed In accordance with approval document, CWS -161 Revision A. CerdfTcadon of Independence: f Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity Involved in the approval process of the listed product(s). • . *Soso* • • ,t• % Lr,._,t • Soo• o 'FAT 4F . �-: , : % .. '�.`. Liii§�R Lt3rrs� P�. • � s � ! � :*.� • '• 2 of 2 .0 �� A a *• FL NJ * *S 4, u beROV' o .� t '� ' 071172 0 r ,, , 'f' ^ a i•> - b� K 0 it. .,1 *-._ CASEMENT ELEVATION (LARGE MISSILE iMPACT) M IMPA REOL R�L MEN7_ (SHOWN WI DIFFERENT OPTIONS) 1. THE PRODUCT SHOWN HEREN IS DESIGNED AMC MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 36 va- F LANGE MAX.OVERALL 2 GLAZING DETAILS: (SEE SHEET 3) VVMTH 3T 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT. LMIITWIDTH M4XSASH VMM 114' 4 ' �T�DES LOADS S EASED S HEET N TEST PRESSURE AND GLASS TABLES MA L1AX. OVERALLWIDTH A STf A $1300 — — — — — — — — LIMIT WIDTH. - POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST I S73r PRESSURES AND GLASS TABLES ASTM E 1300 I I �sH 5. ANCHORAGE:* THE 33 V3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8.8 FOR ANCHOR DETAIL � _ j _ _ _ I asHUrr�Rs�aR�NOrR €ado, 73 N4 - - �- - r - t ♦ I 7. ALL FRAMES AND VENTS FULLY WELDED. MAY, 54 t REFERENCE TEST REPORTS: NCTL 210 -U74 IA, NCTL 210. 3274 -1, NCTL003276 -1A • OVERALL WIGHT ! I MAX < 5. ♦ NCTL 2103275 -1. ( i I WIGHT t 9. SERIESRCA-84M ODEL DESK1ON CA-84M 7r I I 64 t ♦ JCL WOW R= OR STUD FRANINGTOBEDES IGNM AND ANCHORED TOPROPERLY UNIT I GLA89 OLD I TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING G THE RESPONSIBILITY OF THE HEIGHT I ♦ er I BS trr ARCHITECT OR 94CMER OF RECORD. UNIT { T t i at>uss oto 11. THE DESIGNATION X STAND FOR THE FOLLOWING: X OPERABLE SASH I I { MAX. HFJCiFII I SAW { WIGHT { t 1113 1 RIGHT HINGED - SHUW GLAMI OLD teFT tpMxN a- oPPOStTe LEFT HINGED - SHOWN RIGHT HINGw- OPPOSITE • • • • • • • A UPDATED PER NEW FBC REOUIREMENTS IGTJ07108 • tA+eL>•rllcoNaexlB . • • .. •. •••.... . . GENERAL NOTES & ELEVATIONS_.._...........-- .1+"+'} S W, 44TH AVENUE '� r •• (�CAtP„ FLORI7A34474 ANCHOR SCHEDULE & NOTES.........— .- .._.. --2 • ' °i. D.P. C & NG DETAk S_ s _ . _ 3 • • • • c .� �t' NOTES b EL>= NATIONS - LARGE MISSILE 9dPACT VIE EXTRU�ON6 �fRAMf_� •�"'i . » i i is s.�.%G� BAT 7R12D08 • • ti t, Aa>ETO F NTS CW " S -151 INSTALNl4TIONQETWILS._ s _ ._ -.�_ 5 • • • C6 640D + • • ••• • • • TiiE RJFORH4T�DNDDNCAVkD IN IFS DRAVNNfiI3 THE SOLE PRQAEg71•DF CU31k3M w VANOMSYS EVA,O r-AW REPRODuenORwPARTORASAweaxemtt +arrt FL PE N067474 y � ' , % = A tOFB WRMENPEMSSION DFCUSTW V&Q=S t6TWW Rl-- ISPROtaertE� r', NN • • 4• MAX • v S� NOTE $ ITY� LTYP) MAX o. C. 1 1 2 MX O.C. SEE NOTE 4 4" MAX 8' 1 (tYP) 4" MAX. {iYP} G r MAX. (TYP) s" SSE O.Cd SSE NOTE 2 t ( SEE NOTE 6 t '� W1 ♦ 4' .i.� P) (TYP) M S" MAX MAX O.C. / 8 (TIP) ♦ ♦♦ tf J O.C. t J ♦ J J •L^.— / MAX. O.G. / MAX O•C• f t � t INSTALLATION N 7)ON 40M 1L1N 7 1 FFT Jim .ANCHORCHOR S TIP. ` ANCIWNORSTYP. , ANCHIQR LAYOUT IFLANGEI ANCHOR LAYOUT fFi AIET ANCHOR LAYOUT - IFlNI ANCHIORlAYOUT IF1M €nnNE" ;euPinoouoRm"ON rareram%- trcwrwweawrriv0000n+uso�e i °OP 1 INSTAtiATION tw+uwanwrwiw0000veae-xiy NOTES: FOR UtSiSt1P TO3T:TT FORUMTSUPT43T %97' Furara UP 7037 xTT ANCHORS T4P. FOFt UD9T8 UP TO3Tx83 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SNSTALLATMN 2. SHIM AS REOT AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHM. MAX ALLOWABLE SHIM STACK TO BE 1W. USE ANCHORS TYP. SHIMS WHERE SPACE GREATER THAN ILLS" 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 TAPCON MASONRY ANCHORS MUST BE OF SUFFfCi£Nl LENGTH TO A CtIEVE A N>iN EMBEDMENT OF 1 FI4 IrTO NkSONRY - - — - - - - THRU FRAM ORTHRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 lLr SHALL SE ACHIEVED. 5.I1T0 WOOD SCREW ANCHORS MUSTSE OF SUFFICIENT LENGTH TO ACHIIEVEA MIN. EM F- DME14TOF 13W J NT0213Y WOOD BUCK S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOFJD BUCK FOR FIN INSTALLATION • • • • i • • • • • • • A UPDATED PER NEW FSC REQUIREMENTS 07107m8 T, SEALCORNiRS WITH *AMIN:SE' rEJAIV. S. ALL INSTALL$=lON ANDliORS tII)9 Br * MAiD�%F A L RESISTANT MATERIAL OR COATING. L . I �' J ••• M • • • •• R. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHAW NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. �.�� -'4 . a r , ° • . • r • 1900 S. A VENUE FLORIDA EN i 0. INSTA HOR CAPAC FOR PROOUCT6 6WEIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERT A WO D e SPECIFI� G� OF t2 • g ANNCHOR SCHEDULE 3 NOTES -LARGE MISSILE IMPACT B. CO 111 TE• WITH C 0 ►VE 'M 3.208 PSL ^rn' �. '; PVC CEMENT BAT 717/mm C. MASOPY ••STRENG114I 4IRMAN E AITM , GRADE N, TYPE 1 (OR GREATER} • • • • • PROPRETARL•ANO L'QIiE�lE11lAL • • ttewFaRMAttaucorrtAweostntsuwwnrx ;isTr + esaeFaoFeineEcraa "'Lt�YiMns� „ 8400 NTS `CWS181 % VOIDOWSYSTEMS .WGAWRVnt000MMNtNPART ASANM1fIX .g.'}•A'hiO 'THE F'4,p,E. N0.62S14 a "s wRrrrEkPen» s�OROFCUSroaauwrmwsrsrEr�s .avctsPROHOS�. ' r a A ` 2OF8 or • MODULAR Sun (LwmW1NDOW Sam AP7GNT(IN) VVIDTN(IN) GLASETYPE 10 29112 311!2 35W 39112 41111 4312 47115 511/1 53111 55113 59712 61314 63112 65112 67112 70314 17713 C, D +67.51 -67.5 +67.5/-67.5 +67.51 -67.5 +67.51 -67.5 +67.5/ -67.5 +67.5/47.9467.5P67.5 +67.51-67-5 4673/-67.5 #731 -67.$ +67.51-675 +6731 -675 +673/ -67.5 +67.51.67.5 +67.51 -675 +6741 -67.5 +6751-67.5 23 12 C, D • +67.5/ -67.5 +6173/ -67.5 +67.51-[17.5 +673"73 +67S!•67.5 +67.5/ -675 + 6751-673 + 6731 -67.5 +67.5467.5 +67.51-67.S +67.5AA7.5 +6731 -67.S +67.51-67.5 + 67.51 - 67.5 +67.5/ -67.5 +67.51 -67.5 27 12 C, D • +67-1/47.5 +675/. -675 +6751 -67.S 467.5! -67 + 6731 -67.5 167.5/ -67.S + 67.5/ -675 +67.5/- 67.5 +67.5!47.5 467.5/-67.5 +67.5!-67.5 +67.31 -61.5 +67.5 467.5 + 67.51 -67.5 +67.SI -67.5 +67.41 -673 29 12 C, D • ' -167.5/- 67.5 +67.51. 67.5 +67.5/ -67.5 467.547.5 467.51-67.5 +6751 -675 +675/-67.5 +67.51-67.$ +67.51.675 +67.5/•673 +67.51-67.5 +6751 -67.5 467.5167.5 467.51-67.5 +67.51 -67.5 31 I2 C,1) a e s +67.51-67.5 467.$1675 467.5!•67.5 +67.51 -67 5+67.3/ -675 +67.5/-67.51+67.51-V.5 467.5167.5 +67.51 -67.5 +11751 -67.5 +67.51-67.5 +67.51-67.5 +67.51- 67.5 +67.5/ -67.5 35 111 C, D • • a. • +67.$J fi7 S +67.5167.5 451.5! 67.1 +fi ?.51 -67 5+57 Si -67.3 46T.SK+7.S +67.-5167.5 M7.51 67.5 +67-57.67.5 +67.51-67.5 •16751 -675 +67 .51. 67.5 +67.547.5 35 374 C, D • • • • 467.51575 +675167.5 467.-5!417.1 +67.3! 6TS +67.3167.5 +67.5/ 67.5 +67.3167.3 + 675 / 67.5 +67.5 /467.-5 +67.-5167.-5 +67.$/-67.$ +67.31- 67.5 467.3167.5 COMMODITY SIZES (11P- -1117 RT(1N) . W IDTH (IN) GLASS TYPE 21 114 38 318 "45 36 63 72 19 IM -C, D . +673/•67.3 +67,5/67 3+675/67.5 +671167.5 - 167.51675 +6711675 - 26112 C, D • +67-5/-x71, 5 +67.i47.5 +67.51671 467.51-675 3T C. D + +673/6? +67.5167 S/ 67.5 467.51673 +67 51675 . MODULAR SIM UNITWDMOW SmIn HHGBTmin W WU' (IN) GL S$ TYPE 36 2912. 31 1!2 3512 391/3 41 112 43112 47113 511 113 $3112 551!2 59 112 • 61314 17 718 A, B 46040 + 601 -60 +601-60 +60160 +60 %60 +601 -60 +60AM +601 -60 +6M-W +661-60 46W40 +60!-60 +601 -60 73+112 A, B 4601 -60 4601 -60 4601 -60 +601 -0 •60/.W +60/-60 +60460 •+601.60 460%60 4601-W +601.60 +611160 +60160 27II2 AR • 4W/.60 460160 460/1 -60 +W-W +60160 46W-W 4601.60 1601.60 +601.60 +609611 +60160 4MA60 29 111 A, B + +01 -60 460.60 +60160 +601 -60 +60/-N + 601 -60 +6/--60 +fiW -60 +601.0 4601-60 460%60 +601.66 A 314 OVERALL 31112 A. B • • +W-W + 60160 +60160 +601 -60 +801.60 460/-60 4 -60 +66160 4601 -60 4601 -60 +601 -60 W AIR SPACE 35112 A,B • + • +601.60 +60140 +601-60 +60160 460160 +60/ -60 +6W.60 460160 +607.60 +WI-60 BflV LAMNATED 35314 A 13 • s • s 4601 -60 +60160 +60%60 +601 -60 4661 -60 +601.50 . 460% + 601 -60 +60%60 118" HEAT SiREN6lHENEOGLASS 3132' MIPONTPYBINTERLAYFR COMMODITY SD= (W -7W) 1W HEAT STRE107HENED GLASS . 1IIIGBT (IN) W1D78 (IN) GLASS 7% 21 114 383/8 565/-5 56 63 . 19 118 A. B 460160 +60160 •160/40 46OV- 0 460/ -60 3W OVERALL 261/1 A. B • 460160 4601-60 160160 460140 118' HEAT STRENGTHENIDGLASS 37 A, B • + 601.60 +60460 1 +60160 460160 5115' AIR SPADE $118' LAMINATED _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ ._ _ _ _ .- _ - - g H✓�A 1 STR1 147)1J t1LA$S -. - - - - - -' - 'NOT RECOW EWED - 314' OVERALL SW OVERALL 3132' DUPONTPV161N1'ERLAYE3t 1B' ANNEALED GLASS 116' 7EWEtED GLASS 5118' AIR SPACE 5118' AIR SPACE �' HEAT STR8K3THENED GLASS NOT S1Tf tN7ENDED IS NOT SW LAMINATED 618' tAtA1HATED ED SHOWN, USE NEXT LARGER S¢E. W ANNEALED GLASS U8' ANNEALED GLASS 3112" DL PCNI PVB INTSIAAYER Wr DIaPONTPV9INTERtAYER • • to gLA�s tzar ANNFALEDOtAtta pA NEW FBC REQUIREMENTS 07/07108 • • • ••� • �t U} >�te .t1e • • • • • • ,Q S.W. 44TH AVENUE mTYPE a , ,, ?1i'' +ey'r , FLORIDA 34474 • • • • • : t+ °� DP CHARTS S GLAZING - LARGE MISSILE WIPACT i • • • • • • i i i - • • PVC CASEMENT BAT 7A/2008 • • • • • • • • 4 � • • • • - PAOPftlETARYAND Lit` tr.a; , CLASS i YPE A s • • • • • • • •� q5S TYPE B L AOBtRTOt�AVAS .8400 NTS ` CWS - 181 • • •r1 VJ WNVYSr. NCO . A A WSS P R TttlspRAV INPA R T OR ASAV OFEa7v * t ; L 'Tl tea A 3OFB tN6+WW8YSTE1�,9+C.NY R£POaIGSi�1 R4 PA[ lt asawt+otE iM�7IJftNE FL P.&Nt3. 52514 WRNTTr%m PERWSSWN OF CUSTOM W@AOW SYSTEIB. INC. t3 PROMWEOr _ ev ••• • • • ••• •' • - • °;,, -•� - ':yr�� = „list` b`�;:.� , LINT WIDTH a + f 2� lop EKTMOR a r 9 5 • - t OVERALLFLANOSIVIQTH ='+� TYTICAC L HORIZONTAL SECTION mom UM7 HEIGHT OVERALL FLAME HEIGHT e A UPDATED PER NEW FBC REQUIREMENTS Q7tD7108 • • • •. • • • WA •• • • • ••• i ({I TER OCAALA, FLORIDA 34474 E ° 1`• �i " • • • • • • • zs 33 SHOWN FOR ,35,42,48 48,51-63.55 • T » ' t 'gECTION VIEW iALT FIN FRAME -LARGE MISSILE tt PAC • • • • • • USED BUT NOT • • • • • • • • • PVC CASEMENT • BAT 717128 • • • • • • • • • • • " : i� • • • • • • • • • •• PR4PRIEURTAVD GON$EHIpL ' • • • • • • • • THE WCFOK• ICN WWAMM IN TM ORAYYIN[its ileE sae PRpPEKI Y oktu$raa L. ROflERTO L04418c X 8400 NTS — CVYS 161 WW Nt SrM M$ V= ANY F4B4M )=M IN P*Xr OR AS AWME*KnCUTTF FL. P.E. NO. 82314 wRmENaEq► ssstouoECUSrcYnvaNOOwsrs� +s.�NC�sPaoraareu A 40F8 Item a Parts t)*! pflan weso 31>ff -- -j FRAME CORNER CONSTRUCTION H4030 FR, CASE. I WAD 311C' 2 coy- Atur+sA sos2.roz t.aso x.4a'rI. ro 3 H4= FR. CASE. WK SLL 4 F4050 LM -AUB3 M 303 +U (m X.434 SLL 5 H8030 FR. CASE, NAM A-m3m 1 3 8 7 ! 1 8 P-M CO(. .4Utill.Ll$+f53•t02(ASOXAMJ13.MW 7 1 H4t030 FR., CASE. MK JS.. UFT. 3 21132` . S F4= COL. -At A&M 60524i= t= xAT4 JM LE" 41n• 8 Kew mw dur- TOPRAL ` 10 5-1405 RH•F.QWE3A8KT0PRAL ' It' . H•800a SASK GLEE, SOT. RAX 12 8-0509 RSA. asE. sASTt BptTdtltAL. ' 13 H40U BASH CASE SCERAL. HWS �. �•,. 14 84 MW.a.S83WSoEaA ft\w PVC FR. CASE., MAIN (FLANGE) H-6030 CO tWR WEW (AU SUMS) is WOM $ASK CASE. SMFM. LOOK 16 9. 106 R0W.0A888ASH8MMtL0CIC .x1 t• SASH CORNER CONSTRUCT'fQlyd 17 "M WBM, =x.157 BACK LXM FR VAC4. SAW 1s P-3M MW - MLEAFSWY R kWE PVC FR. CASE., MAIN (FIN) H-6030 10 83217 StYIF: W47Et.64f 8&LL, BAStt % 20 tF•1502 St2;�i4ltilL. SaBHM 21 H•1s03 wtaNa4L.TOA'8C8 2114" 22 x1604 A=MCLP - 1 Z3 84f018 mr- 843N•, Fx4. mw- O 1 24 8-5018 am am 3Fr, Pmx%Vff17 26 N3587 WXt•PHFH7Bt22RC.SMN 26 -4004 w3zx urptipti wssm=Kme L Q PVC SASH, CASE. H-8008 tom 27 -4014 HaHU=. 1a3TO 4P6t.Id3TD WK(YUM 1 CORNM WE•W(AU SOM 28 P-M BtFPDRi KA'M t.tX5t.8S.ROT MW_ Oh..1 17192` ►.._._S. 29 a4W8 FVMCF 7FRNdI:AQTO tFMMITQ SCREEN RAIL,TOPISIDE, HA 593 30 F+ATO. oPHttTnRS 7fdfY1(aPB+ICA5ffR34f) 31 P4a12 sFIDJLROlOOF9fiATT3T .t4piOtiWE. Itu92• ALUMINUM 6063 -T6 32 P4W8 MCKLSUXRAG4AL.R=0R3t.80T HUW_.(lrI m Pi01U MMBW,ROTO0P9t,t.FL.WMhMW_ 34 HN0MpFrfiWW FMLlFrCRNW0FW&XMM SCREEN RAIL, SIDEOTM H• -1592 2 4 6 8 35 TRKMAK7MORAWYtFQRL"30 401''@1aSRA M ALUMINUM 38 F4a2a & PPC IRTY44 3F>BLROTOQf4i,R3TUt-IWE. �J4 37 P4021 W32s3f4•CrmdFHWVW Land. AB M M R= HW& � !Y� 1118" 30 F4 0-01310= f.1�TO 0-61,8070 tOYYE. 1118' _� 38 P403144040 TG[t41$. RO10M H741E 1- 5LOp0431+85, S0 t9Y tai FDT ffii I ' y 40 P4003 TEHARtX.i7E.ROY0.HXE 2112'1tS8" - - - -11116" - - - - - - - - - - - - - 4t P4Ai3 STTTLt_Mr, O COIL, .05 X.437, P-4050 42 F4342 , gWWusr,au-W" ANCHOR CLIP, P -3780 "' "' SASH REINF. S-1605 ALUMINUM W63-T6 43 -3752 CAPPUK4. V2.149.E ALUMINUM 6063:M PVC GLAZtWG BEAD -6016 ALUMINUM 6063 -TS 44 F'ow WTV&T.TPoJmL.'If ds -3'152 SET. ax- as mpR ur X sr x2 48 tiOLOt$q'.IABS. NT4TAB 47 P. • TB RY 20118" A UPDATED PER NEW PBC RE7aUIREMEiVTS 07!07108 45 P•38 0•a1pOP • • • U18'+•� 316• 45 • • • ___( 4 a F es, 60 R3Si} • SPA" OLRANFAL p 314' .. 51 FVS81 8M3J0LOTH.18X16F0F ASS •.• _• . 5z -3228 SCR�44#Lt4i 75s CAA. SLK I 8 q} 11M ,�.`' c 7 J a 4 •: 1 8- FLt�}tDA 3447 SA 107 XC;KMcoRmRX87 L �•� -�. . � ticALA. • s4 • • • R .� • F SQ%wLf;OL76 H3LE PLAN! VIEW OF ANCHOR CUP y. 4 ,, IXTRL!&tONS & B.O.M. -LARGE MISSILE IMPACT • ss n p AtTel2sseC�t! • .� . PVCCASEMENT BAT 71712008 9 0-3040 C • • PROPRIEIARYAaD DOFFIUEN7A1 -+1 Y d Is H44W FR_ CASE.W R4 � TIE PJFORMAYM CONTMMIN n2SORAWMISTHE SOLE PROPUM tit` 'L: �tOBhRTt3 Ltxl�C5' 8400 NTS CWS -181 54 Min 3C7?EjIYSUPP01t1'FC4iFVC WDOW WgrEAt8 WM ANY RSMOOI=M 04PARrORAS ANh4=WITHO(I l*m PL. P.£t. 6=0 lz vmrcrBN PBRMoN flPCUSTma wuIDOwsYST Bast Inc t6 PSG 5eria� 174' MAX SHIM IW MAX. SHIM 1360 . (MIN. EMBEDMENT) j (SEE NOTE 2 d 3 ON SHr.2) (SEE NOTE TS 3 ON SHT.21 (MIN• EMBEDMENT) a iF a° 3116* MA, MASONRY ANCHOR .- . n' 2172" +� • • 3115 DIA. MASONRY ANCHOR Q INSTALLATION ANCHOR. 0 WOOOSCREW • . a a (N x EDGE DIST.) ° • e • ' ° • •� CA= BETWEEN BUCK �_ ANCHOR OUP ANCHORCLI' ♦ + ' e` ° SONRY AND OPENING BY O CoNCRETENA •TI1ER3 BY OWNERS BY OTHERS SUCK , e w BY OTHERS CONCRETEJMASONRY • - CANCREIEtMASdNRY r • • SY OTHERS -�` �' . SASH Bl e + 2 BY WOOD HOCK EXTERIORFIN}SH ; •+ w RAIL ♦ • BY OTHERS BY OTHERS 211.2" MR A • • e N EDGE MST.) a A CAULK BETWEEN BUCK 4 9 b ° • t° + , °+ °+ a AND OPENING BY OTHERS p b b CONCRETERMSONRY ;+ w '• e �p' ' . ►D ' p '. ► �p BY OTHERS A + • ° . •oa p p r b • b 1.114. a \alga ya �o • s ► � •) D - , ' D •�. ►_ _ ► ♦ (M1N, EMSEDMENT) e a » •F i ► �°�• a � o• + •i I By r�e a BY OTHERS WOOD BUCK d + • •► , WINDOWFRAME WINDOW FSAME •o0p • ° e JAMS O pbl PER m LA-K PgRIMETER PERIMETER CAULK BY EkTSt10R FIJIBH SY INSSTA t au I le (SEE NOTE 2 8 3 ON SHT.2) SYOTHERS BY OTHERS SASHBOTTOM DWAILATION ANCHOR HOR¢ONTALSECTION RAIL �LHORIZ SECTION WINDOW FRAME 3N6 MASONRY ANCHOR MP(M4soh FtY) �Z/ C11P MOOD1 FfrI:AAD ANCHOR CUP ANCHOR CUP R S L IITDP D WINDOWFpAf e WSTALL h=K ANOMR, SILL 3H6' CM MASONRY ANCHOR SM BY ALTERR 1 ( SEE d TE 22 8 3 ON BHT. 2) BASH BOTTCM EX ER11OR FINISH -- RAIL ANCHOR CLIP SY OTHERS SILKY' FFlAME INSTALLATION ANCHOR p' A • Y b • � 0 • � p °i<p.p; 31W DIA. MASONRY ANCHOR PER9AETERCAi11K Q :. Tr ,�+,r -'Q s b- A D A Q b L . .$ EMBEDMENT) - - - EY'NtSTALLER - Or MAX BFIN(' . rD A r'pp • r' . Ap (SEE NOTE 283 ONSHT.2) EXTERIOR FINISH - .per r p A A r b r b b. BY OTHERS •► > T BY OTHERS WIN.EDOE DIET.) ♦� + y►•ii.as �{ j�ALI SILL DETAIL ^• s a;� •O :i • +• �+ �► e�w # +i a)t C � r. ► `• s • f 7TJJOLIP� A l)PDATED PER NEtNs BC REQUIREMEN JOV07= . s� °•,p. ••*•••••° • P Aar.• iV4" .. y':i`. ;�� ;• i°ls �•r.•'� 'p� a r.n�• (MIN EMBEDMENT) ( (• t . it w ••a . M • iL a• • Il•J.. CONCREITJhMSOtFiY 1 BYWOOD BUCK t t j ►t. !"r . BY OTHERS 8Y OTHERS EO6E DST.) '• .c.�, • r e 1908 S.W. 44TH AVENUE ( ° , pQAt FLORIDA 34474 • • • 4tRTIC�.SECTION • • • • ` i ° • • • p Y) • • • J '� ,? AL LATION ANCHOR W /CLIP DETAIL -LARGE MISSILE IMPAM vm lay: • • • • • • • c CASEMENT BAT 7/7)20)16 • • i • • • i • • • • • rte ,,++ 17 PVC • ,ti .: • • • • •• : •. it. Y C' "•t C • • • •, • i i • • • • THE $r4m AkTmC0NTAW a ORAAWNG s SOLS •or�Erm�F=" L ROBitRT{N a 8400 NTS _ : CWS 761 • WINWwaySTEN3= AWfda 'ROIX1C110NINPARrORASAV0i0LEYAnK - a FL.P.ErxR.t�E514 d � %a..: A BOFB WRITMPERWSS=40FCLK70MV*ZMSYSIE= BdC•tS FROFABITER o 000 • • • • ••• • • / L�"'h' DRYWALL 1 BY WOOO.BUCK BYO Re BY o7tiERs 1.w DRYWALL ' EMBEDMENT) BY OTHERS OJSTALLATION ANCHOR, 3f16'DW. ;,;. .r, 114"M9AX.SHIM 114'MAX.SH .S { MASONRY SCREW "MPRENE ..�, :..� (SEE NOTE 2 & 3 O SHT.2) (8EE NOTE 2 & 3 ON SHT. 2) ; ti ti•. % ti• SACKED WASHER THRU SCREW . SUPPORT r a • a CAULK LWER SCREW CAULK UNDER DREW 3 2 BY WOOD BUCK CONCRI�NRY r HEAD BY INSTALLER HEAD BY INSTALLER BY OTHERS BY OTHERS CAULK 0 BET NO BY O THERS e • • SASH • i INSTALLATION ANCHOR, 410 WOOD RAIL SCREW WINEOPRENE BACKED r (MIN. . EDGE DLST.) 4 ,• WASHERTHRUSCREWSUPPORT I ' ,, . yti� •�•• a• +► • DRYWALL A CAULK BETWEEN SUCK 11w o : • • ♦ : n : n :. �X BY OTHERS a. • • ' AND OPENING 8Y OTHERS : a. • .> . �.� aerr MIN. EM SEOMENTI , • a . , V. . • • . A• . a . {MiN. l�teE D{ST.} ti % - - - 1 WO00 BUCK e A e A .. WINDOW FRAME • A • d�� COt�RETEnaABdNRY BY OTHERS ! 4a SY OTHERS EXTERIOR FINISH v } �CAUL.K JAM WIM1iDOW FRAME 1 ttd" SY tN3•i•ALlER JAMS BY OTHERS (MW EMBED1o1ENT} EXTERIOR FINISH 1M• MAX. SHIM PERIMETER CAULK $Y OTHERS (SEE NOTE2A3ONSH72) � fmH BYIPL9TALtFfL PER CAULK � ON H� �SECT1oN IMETER EYINSTALLER CAULK WNRBCREW FRAW WINDOW FRAME HEAD BY INSTALLER HEAD • MASONRY ONRY SCREW md OR • Y19• DM BOTTOM � L,ONRY SCEW wMEO}+RENE SASH TOP INSTALLATION ANCHOR, 3!96• MA RAI B B�� R WASt03R THRU BREW MASONRY SCREW wINEOPRENE RAIL SACKED WASHERIHRU SCREW WRY FRAME SUPPORT SILL CAULX UNDER SCREW HEAD BY INSTALLER PERIMETER CA" . BY INSTALLER 1M• MAX SHIM WSTALLAMON ANCHOR, ZF1S' DU+ (SEE NOTE 2 & 3 ON BFTT 2} MASONRY SCREW YdNEDPRENE EXTERIOR FINISH HACKED WASHER THRU SCREW �H BOTTOM SUPPORT BY OTHERS D . r • • . D' „ ► - s WINDOWFRAME CAULKUMERSCREW - r p . ► ` "A. ►• • r• � ,. r L1L4 SILL HEAD SY NVTAU.ER ' 6 . • p ► - rA - 4 D 4 ► p p A D D (MIN. EtrBEOG1E1m BvPEE CAUUCsTRiD UCT11RAl D - r A rA D D A • - • . sD U49TALLER GROUT 13Y OTHERS . `.. 914• NO 2 & (SEE NOTE 2 & 3 H E Y O � FINISH ON SHT.2) BY OTHERS M1N. Ek3E DI5T.) SILL STOOL p'•° • BY OTHERS ALTERNATE PRECAST SILL DETAIL s , a . 'ss �•$ + j • • •� , e USE DWOODSUPPOR7 FRAL49 MASON" - - A UPDATED PER NEW FBC REQUIREMENTS D7AJ7108 • • y"•i•.�,• 'j• d . �, �{ n: s .. a a N • sf °•a • S, �°' 11t4• TO MAKE SILL Lava a e. ° � • gaDbu p • o (MIN-EMBEDMENT) BY OTHERS I .. . !, • a• OFF �-^_ CONCRETtJM,AASONRY 2-10 I— f s° ,•: .;,. 1#+P1() S.W. 44TH AVENUE BY OTHERS (MIN. eweDIST.) ,t'�.'` • a JT � ° � FLORIDA34474 • • • • • • • ; •. ;q:.AJSgt1A -- N ANCHOR THRU FRAME DETAIL - LARGE MISSILE IMP • • • • i{C CEMENT i i i • eEC VERTIIL No ..: i i ? ; ° }. , .' y- N.P ' BAT 7!712008 • • NRY) • • : • PROPRI:TARYARO CRNL � Y a•'a"• . • �• -.. OM§ + 1 THE WForwATWR coNTmm W THIS DR&mm m THE sOLE: PROPERTY cF a L. ROBORTO LO 0 • "., I hTS . �+WS -161 WINDOW SYStSa.INC. AW REPROWCTION IN PARTOR ASAWiME ng0kR FLP.ENQ: small ',� � .,.,- A 70F8 WRITTEN PER145SM OFCUSTOYWPIDOWSYSTEMS. INC ISF RED. . 0 •• C r 1 . ! �a.0 (v n •'� Nei r ... �� •,tom`•;,: •.'�3 .y je t • ,."� 1 *+�• �• `fit Z1lt rMSTALLATIONANCHOR, (MIN. EMBEDMENT) 88 WOOD SCREW SHEATHROI3 BY OTHERS CAL" SEHND FIN a BY INSTALLER 1•� 2 BY WOOD BUCK EXTERIOR F"SH 4 2 BY 1NOOD BUCK BY OTHERS BY OTHERS —114" MAX. SHM BY OTHERS a (SEE NOTE 2 & S ON sHP. 21 PERIMETER mix . 3g BY INSTALLER . �a - N lh=SCR � EW WNDOW WR . IN WALLE 114 MAX SHIM ISEENOTE2 330NSHT:2'} � trz• WINDOW FRAME' ( �� HEAD a. J.• r SHEATH M d? s o•a y; HY OIHERB d • . • d EXTERIOR FINISH BY OTHERS WNW W WRAP BY INSTALLER CAULK BM*M i•TN BY WSTALLf]R BY U WALLER ' WINDOW FRAME - BILL , HORIZONTAL SECTION . FIrR(wODDJ 1w MAX SHM {SEE NOTE2 b 3 ON SHT.2) BY WSTALLER PERIMETER CAULK BY INSTALLER ,' � 2 BY WOOD BUCK BY OTHERS CAUl1C B EHIN D FIN BY INSTALLER ALLER = yr INSTALLATIONANCHOR, a Vx= SCREW 0 00 • • •• i i • • • • • • e,o• A =DATED PER NEW MG REQUIREMENTS 071071A8 • • • • •• • bbit' • • S •• s • • so: • • • • • aw OTHERS ( EMBEDMENT) 4` t4 • ,,4 , , . • �•• •. s a o r. : 1900 S.W. 44TH AVENUE VE__j� RTICALSE a °r• •v . jY OGAtA FLORIDA 34474 •• • • ••• • • • • • • • • • FIN MDOO} `: S? `. ., r ALLATION ANCHOR FIN DETAIL -LARGE MISSILE IMPACT i • • i i • • • i i • i i i o r- • a ..°� y PVC CASGMENT ' BAT 7(112008 • • • • • • PRMSETNTYAND CQ FIDEHTAL ! cS • • • • • • w • • • • : '' Ru4 oAVI i• 5400 NTS CW&181 THE HffORMATON CONTAMEaW Tfs DRAVO4GIS THE SOLE P . NM1 rKmaMT80. MAW REPRo=TM INPARTORASA � � FL p.p{NO: 52814 ,• 6 WRR7EN PERMSStoN OF GUST061WW0'NSYS'fEMG.WGffiPRAH81M a •-: A 8OF5 • • • v • •• •40C'• G ' ' •f ° t! fifiifiL41t4 BCIS Home ( Log In j User Registration Hot Topics Submit surcharge Stats & Facts Publications + FIX Staff SCIS Site Map ! Links I Search i i Product Approval USER: Public User - Product Aooroval Menu > Product or Aoollcation Search > Iication Detail Y FL FL7067 -R3 Application Type Revision 'pr Code Version 2007 �U � ° '��it •• nth' Application Status Approved r Comments Archived Product Manufacturer Custom Window Systems, Inc. Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 miafevre @cws.cc Authorized Signature Michael LaFevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL.34474 (352) 368 -6922 Ext208 Ralph @cws.cc Category indows Subcategory orizorital Slider ' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Iw Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Roberto Lomas developed the Evaluation Report Florida License PE -62514 • • • • • • • • • r 0000•• Quality Assurance Entity Keystone Certifications, Inc. • • • •.. • • • Quality Assurance Contract Expiration Date 12131/2010 • • • • • • Soso • • • • •; • Validated By Steven M. Urich, PE • • • • • • • • • 0000•• Iw Validation Checklist - HardcogyK'"1ved • • • • • • • • *see 0000 : *so* Certificate of Independence FL7067 R3 COI 510485A (Eval Re • 198200 Ifn' it ; 09%0 • • • • XO 74x54).odf •• •• •• •00••• 0000•• • • • • 0000 Referenced Standard and Year (of Standard) standard • • • • • • • • Year •see*• AAMA /101/I.S.2 -97 • • • • 0 • • r 199110 r • • s AAMA /WDMA /101 /I.S. -05 • • • 200.5 *see httP://www.floiidabuilding.org-/ dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 12/29/2008 Date Pending FBC Approval 01/08/2009 Date Approved 02/03/2009 ( Su mma of Products FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact) 74x54, XO Limits f Use Installation Instructions ved for use in HVHZ: Yes FL7067 R3 1I CWS -157A (HS -8200 Imoact)Dddf I Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -12.08 02. Impact Resistant: Yes EL7067 R3 II Mlkron NOA 06 -1220 01,pdf Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Created by Independent Third Party: Yes j Evaluation Reports FL7067 R3 AE 510485A ( val,Rep HS -8200 Imp XO 74x54).Ddf Created by independent T hird Pa : Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7QG7 R3 II CWS -232A (HS -8200 Impact X pc Approved for use outside HVHZ: Yes FL7067 R3 II DuPont_ PVB NOA 05 -1208 02.pdf Impact Resistant: Yes FL7067 R3 I1 DuPont SGP NOA 07- 1116- 04.Ddf Design Pressure: +60/ -60 FL7067 R3 II Mlkron NOA 06 -1220 01.p_df Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 57 4 87B (Eval Rep HS -8200 Im pac j XOX 1IIx63). Created by Independent Third Pa : Yes E 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Im act Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -186A (HS -8200 Impact 72x63).pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02 pdf Impact Resistant: Yes FL7067 R3 II Mlkron NOA 06 -1220 01 odf 1 Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 i Other: Large Missile, 72" x 63 ", DP = +1- 60 psf, Al. Created by Independent Third Party: Yes • } FMR. Evaluation Reports . • ' • :***so FL7067 R3 AE 51048 t� I�•Rep HS -8200 Im pac • • •. • XO 72x63).pdf •••••• • Created b y Independent R}i e *arty: Yew • • • • • ;. • Back NexC •••••• •••••• ••••• • • •tit• •• •• •• 400000 DCA Administration 000000 • • • • • • Department of Community Affairs • • • 0000 • • • • 0 • Flo Building Code Online • • Codes and Standards • • • 000* • • • 2555 Shumard Oak Boulevard • • • • • • : • • • • • Tallahassee, Florida 32399 -2100 • • • • (850) 487 -1824, Fax (850) 414 -8436 0696 http : / /www.floridabuilding.org/pr /pr app dtl. aspx ?param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 0 2000 -2005 The State of Florida. All rights reserved, lyrlaht and D claimer Product Approval Accepts: 0 F9 F IR E Stlturetl �j r @alp4 � • • 0000♦• •• • 6060 ♦ ♦ 0000♦♦ 6 • ♦ s♦a♦ •0090• 6♦♦• • • •666 0000• •6•♦♦6 •♦• ♦ 06400 0 0: 000*00 6000•• • ♦ • • 0660 • ♦ 0660 • • littp : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgvmjvMZSg39J... 6/29/2009 L. Roberto Lomas P.E. Engineering Evaluation Report • 1432 Woodford Rd. Clemmons, NC 27012 Report No.: 510486! 336 -945 -9695 Manufacturer. Custom VWndow System 1800 S.W. 40 Avenue Ocala, FL 344T4 Product Line: 8200 PVC Horizontal Slider— Impact resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 9 8-72.070 method 1(d). The product listed herein compiles with the 2007 Florida Building Code. Product description: Horizontal Slider, impact resistant made of white rigid PVC. Frame and active sash were of welded mitered comer construction. Supporting Technical Documentation: 1. Approval document: drawing number CWS -157 Revision A, dated 06/10/2008 sheet 1 of 8, titled 820Q PVC Horizontal Slider, prepared, signed and sealed by L. Roberto Lomas P.E. 2. Test reports: a) Report No.: NCTL 210 - 3167 -1, signed by Gerard J. Ferrara P.E. National Certified Testing Laboratories TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, :.67.5 psf design pressure, 7.75 psf water inflitration TAS 203-94 Cyclic Pressure Loading *60.0 psf design pressure b) Report No.: NCTL 210- 3167 -16, signed by Gerard J. Ferrara P.E National Certifled Testing Laboratories ASTM E 1886 -02 and ASTM El9WO2 ASTM E 18861E 1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E 16661E 1996 Cyclio Load Test, ±60.0 psf design pressure AAMA/NWWDA 101/I.S.2 97 Design Pressure: i60 psf Water penetration resistance: 7.76 psf 3. Anchor calculations, report number 510163A, prepared, signed and sealed by L. Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: *60 psf • Maximum unit size: 74° x 54° • Maximum R.L.O.: 33 3/16° x 4913/16' • Units must be glazed with Y44 IGU consisting of outboard cite 1/8° Ann — Air —5116" laminated inboard Iite consisting of. 1/8° Ann — .Off Dupont Bulacite PVB interlayer - 1/8' Ann., per ASTM E 1300. • DuPont Butacite PVB interiayer per NOA 05- 1208.02 • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be white rigid PVC per NOA 06- 1220.01 Installation: • Units must be Installed in accordance with approval document, CWS -157 Revision A. •• �••• Certll7eatfort of Independence: • • � . • Please note that i don't have nor will acquire a financial interest in any company manufacturinje stlibuting tits** ....;� product(s) for which this report Is being issued. Also, I don't bay# nor will acquire a financial inte in.any other %ntity .eL •••• •••• :••••: Involved in the approval process of time listed product(s)r 1y � - �* W:VerOW4 .V .�;: ..•. �.. • •••• ••\`��,�1ts111LrtJ��w••.• 1 of 1 Luis R *Lomas, P.E. FL No.: 62514 iijii�t t �� • /' - `"'9` �` '.•_' 071151008 •y•• • f 1 »TT r s..0 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) PVCIlAPACTREOUIREMENT: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. rS tta' 2. GLAZING OPTIONS: (SEE SHEET 3) FLANGE WOTH 3. CONF}GURATiONS: *OIX" OR'XlO ?3_ WX LMT WIDTH 4. DESIGN PRESSURE RATMS (SEE SHEETS 3} - NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE MAX. SA H WIDTH AND CLASS TABLES AMU E 1330. b ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET $a FOR ANCHOR DETAIL: S. SHUTTERS ARE NOT REOUIRED. Y NT SEAM SEALER ED AT FIXED ME 7. ALL FRAMES AND VENTS ARE FULL WELDED. SMALL JDi S S USED 1 ?TTMO M 114• A RAIL AND JAMB. OVERALL 8. REFERENCE TEST REPORTS: HEIGHT s 13tts d7 HORIZONTAL SLIDER "Or. - &C': NCTL•210.3167 -1B, NCTL -210- 3157 -1 GLASS D 9. SERIES / MODEL DESIGNATION HS * O=. 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL 5c MAX I LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR MAX ENGINEER OF RECORD. LIIT HtSCiHi 11. THE DESIGNATION X AND O STAND FOR THE FOLLOWM , X - OPERABLE SASH, 0 = FDCED SASH .=j 12. SECTION CAL.LOUTS FROM OIX ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 23 sLt 33 utR- GLASSDLO S DLO "01X" $� °X10" MAX. SIZE • • • • • • • • • • • • A UPDATED PER NEW FBC REOUIREMENTS 1071OWN •• �•• •• • • • ••, f TABLE OF CONTENTS ��° i : r s , �,= a }900 S.W. 44TH AVENUE s % o y= ALA. FLORIDA 34474 'GENERAZ�TES A ELEVATONS„-*-...,.....t • 000 p��q o ' ANCHGIR SCHIEDUILE AND NOVESP— JL....2 • • • `� 6 y b o - - NERAL NOTES & ELEVATIONS- LARGE MISSILE IMPACT DESiGI�P�QEUfSGLG_.: 3 • • • m SECTI N n^"t 7. E • s • • • • ... '� ! I ?� : BAT 7/15=08, PVC HORIZ. SL.I EXTR S LOF !a -5 PROPI{•TARYAHDnAG �1 INSTALLATIdN ETAtlS _... _. .„ .....6 8 • • n+E WOWATO r CONT euEn W TM D OLWIMIS r� sm� PMPFWNO ` L : 8200 NTS CWS 157 wNDOW SYSTEW. AEPR00L'=gwPARr on ASAwHa.EWR FL P:E > �_ - e . A t 1OFS W BITTEN PEFA=" DF CVSTOU W RMM MTEWv w— IS PROli917ED, so 00 000 000 0 r MAX. [TYPI 1 O.G SEE NOTE 2 a MAX i NP) MAX. = SEE NOTE 6 It MAX. 4" MAX. CTYP) i MAX MAX. O.C. C f AX (TYP) INSTAUATIM INSTALLATION O x ANCHORSTYP. L! ANCHORS 7YP. i Q N C HOR LAYOUT - (�L� E) HOR LAYOUT HRU,PPALI -LAYY LMA�LIRYOPEhq.Vt3} NALUNDILMLW000 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 2. SHIM AS REO'O AT EACH SET OF )NSTALiATIO14 ANCHORS USING LOAD SEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT, 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOW ED. 4.3n(r DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1J4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/T SHALL BE ACHIEVED. S. RIO WOOD SCREW ANCHORS MUST BE OF SUFFICIENT I ENGT H TO ACHIEVE A MIN. EMBEDMENT OF 1 3ar INTO 2 BY WOOD BUCK S. 48 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION + 7. SEAL CORNERS WITH SW J(i ? • A UPDATED PER NEW FBC REQUIREMENTS 07/07/0$ B. ALL INSTAL LA•AC4N ANCI=Off Mtn S1:BF:4% L* !F A OORROSION RESISTANT MATERIAL OR CAATINC. Wit 9. INSTALLAT)OS) S HATfBE IN Acdba bi! WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. i .r ' r�r SYSLFhLS AVENUE 10. INSTALLAjR AL�CHOR CAP E FOR PRO U CTS HEREIN ARE USED ON SUBSTRATE MATERIAL WITH THE FOLLOWING W+IING PROPERTIES: �', ` OHl1)A 34474 A, WOCQ - 8d 3PEC1Ff OF • • • a & NOTES - L r 2.tit: ek i I T {* ` � �r.. J : SCHEDULE LARGE MISSILE IMPACT 8. CONGLRET E iAi MUM CO R IR S 0i 3200 PSI. BAT • • • • • � 7!15!200$ C. R4• - � [R*NC![H CONFORMANCE TO ASTM G80. GRADE N. TYPE 1 (OR GREATER). � o MA�� .• SLIDE • • . • • . •• S +•A, 1.d "�.v j , we ' • • • • • • • • PROPFWTARTANDCONRDEHINL Tie LNFORMATION CONTAtPED IN THIS DRAWN$ IS THE SOLE PROPERLY OF CUSTOM ` NT " CWS - 157 WW=W SYSTEMS. ANY REPROOUOTM W PMT OR AS WHOLEW C)F THE RL•�P.H. NO. t4 .. %:,', s; W � w; — RRTEN PERMlSSIONOFCWTOM WWWW SYSTEMS. ltr—FS PROHFDlTED. ° '.ttl A 2 OF B �•'� :; �. .'3a0� ••} In ��O �,� `...: ••• • • • • ••• • • - ,� 1. y,' p �6 ,,tt�� t MODULAR SI M (UM W INDO W SIZE) HNIGHT(K WIDTH ON) GLASS TYPE . 17718 291/2 31 Ih 351/2 391/2 41 112 431/2 47 1)1 54 243/4 A,B +601 -60 +601 -60 +60/ -60 +601 -60 +60 %60 +60 %60 +601 -60 +60 %60 •t60 /-60 271/2 A,B +601 -60 +601 -60 +60/-60 •+601 -60 +60/ -60 +60 %60 +60/ -60 +60 %60 +60 %60 291/2 A,B 4-601-60 +60/40 +601 -60 +601 -60 +60/ -60 +60/ -60 +601 -60 +60 %60 +601 -60 311/2 A,B +601 -60 4601 -6fl +601 -60 +60/ -60 4b01-60 +60 %60. +60 %60 +60 %60 4b0/ -60 351/2 AB +601 -60 +601 -60 4601 -60 +60t -60 4.601 -60 +601 -60 +60%60 4{01 -60 +601 -60 39112 A$ +60/ -60 +601 -60 +60 %60 +60 %60 +60 /-60 +50 1-60 4601 -60 4.60 %60 +60 %60 41112 AX 460/ -60 460/ -60 +60/ -60 +601 -60 4601 -60 460 %60 +601 -60 +60"0 +60%60 43112 A,B +60 %150 +601 -60 +60 %60 +601 -60 +60 %60 +601 -60 +60 %60 +60%60 +60/ -60 471/2 A,B +601 -60 +601 -60 +60"0 4601 -60 +60 %60 x•601 -60 +601 -60 460 /-60 460 %60 51 1)2 A,B +601 -60 +601460 +601 -60 4601 -60 +601 -60 460 %60 +601-60 - t60 %60 +601 -60 74 A,B +60t -60 4601-60 +601-60 +60 %60 +601 -60 +601 -60 +601 -60 +6U/ -60 +601 -60 CU MMO DrIY SIZE (11P-MP) PiEfGHT UN WIDTH (M GLASS TYPE 19 118 C 38 3 50 518 55114 26 A,B +601 - 60 +60 - +60/ - 4601 - 281)2 A,B +601 -60 +60/ -60 +601 -60 460/460 37 A,B +601 -60 C +60 %60 53 US A,B +601 -60 +601 -60 +601 -60 +60%60 751/4 A,B +60/ -60 +60 /- -60 +601 -60 +601 -60 SW OVERALL 3/4" OVERALL 116' ANNEALED GLASS 1/6' TEMPEREDGLASS 511G AIR FACE WV AIR SPACE 5/16` LAMMATED 5MW LAMINATED 1/8' ANNEALED MASS Ift" ANNEALED GLASS NOTE. W= DUPONT PVB INTERLAYER 313Y. bUPONT PVB INTERLAYER If SIZE WENDED IS NOT SHOWN, USE NEXT LARGER SIZE • • • • • • • • V ANNEALED MASS 110' ANNEALED GLASS A UPDATED PER NEW FBC REQUIREMENTS 07/07ft • • • • • • • • • • .� W6VDOW SYSTEMS GLASS atASS - < ` T1pD S VY. 44T H AVENUE BITE ITE 1 y � ` °�`� FLORIDA 34474 • • • • TYPE M • • • GLASS TYPE B j • • • • • • - " ' `� P CHART & GLAZING - LARGE MISSILE IMPACT i • • i i • • • i i • i i i 4,r.4.. ;gyC FIOF fZ SLIDE BAT 711572008 • • • • • • • • • •s s • ?_:: 6TARYA6mcma�anA� �� • . • • ••• • • • T61ENFauur canrcrar wn+ tvnanws�a�sT6�SOLEPRorERTY6FtVS6 o ROE. $2pp NTS "CWS157 WM•mOM MTEW,JNr. ANY AEPRODUCTN!,PART GRAS A WMXE Wtrl 4 THE .. FL P.E. .'62574 WRWTEN PERWSSM Of CUSTOM W WDDW SYSTEMS, oc. 6 PRwm rEO_ • a A 3 OF 8 0. UNIT WIDTH \ 7 9 _ 6 1 TEfi R I ol 1 a0 C D i 10 I 1 ACT' @R1QR , 1 fC1 TYPiCAt V! RTICAL SECTION $ 6 4 swowa flxtbLrm GUT AWAY � OVERALL RANGa WIDTH EXTERIOR /B1 TYP SIGN �. \4J TE•u4 AosHT SHOWS SASH CUTAWAY OVERALL Lwr HEIGHT HEIGHT IMPACT HOOK SPACWO: 0 0" " AMB HOOKS: 40 I 1 1 A Ir FROM UNIT EDGE TO EDGE TWO HOOK CENTERED IF UNIT HEIGHT RS GREATER THAN OR EQUAL SEE GLASS 1 TO35.Vr. DETAIL S S 3 ASH CATCH: 2.112` FROM SASH CORNER TO EDGE OF CATCH,_ 1 THAN ORE 7 MALT0 35 3tr AND IFL"TH HOOKS ARE TO ALIGN � R WITHIN W. DETAIL D (JAMB IMPACT HOOKS) 2 IMPACT HOOK SPADING: 1) HEAD HOOKS: A) 8` FROM UNIT EDGE TO EDGE OF HOOK. T Al TYPICAL VERTICAL SECTK)N / 8) A INNER HOO THIR HO OK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQRtId TO 6134". NDTE: SHMS SASHCUT AWAY N 2) CATCH: K 9 718` FROM EDGE OF RdTG RAR. A) 2-2 -I12' FROM SASH CORNER TO EDGE OF CATCH. 8) A THIRD CATCH 15 CENTERED IN SASH IF UNIT WIDTH IS GREATER UN THAN OR EQUAL TO 6134. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN IW. A DATED PER NEW R • • UP FBG REQUI EMENTS 07107 8 WA4DOW SYSTEMS OT ITEMS 22, 27.29.3&. 41.42 , - , . , 800 S.W. 44TH AVENUE 11jJD 54 ARE USED BUT [ L C ^ ° jam FLOFJDA 34474 p ETA • • • • • i • • •H FOR CLARITY. +- o- '1 / ' • • • • • • • (HEAD IMPACT HOOKS) 9ECTKMI VIEWS 8 ALTERNATE FIN FRAME - LARGE MISSILE IMPACT • • • • • • • • • • • • Q > PVC HORIZ SLIDE L3A7 ` 7/15/2008 • • • • • • • • PROPRSTAAYAP7 C0NFiD33ML • ` m RO t ftT�CLOPAAS NTS THE WFORUATION CCNTANW N THIS DRAWNG M THE SOLE PROPERTY OF PCS-rQM L 820D •• CWS -157 WBWOW SYSTOAS. NC. ANY REPFKX= CN N PART OR AS A WHOLE WiTHOUrTKE FL P. NO, 62Si •c', WRRTEN PERWSSION OF CUSTOIAWl=W SYSTEMS W- IS PROHISITFR o A 4 OFF8 ••• • i • • ••• • • ••� `•' ^ • •• •• • s • •• •• .' : ?�. ue. Port liesuip0ua 3 118' --� SAW C FRAME C I NER I H-smI Mein Fr., SH, w04 PVa Head 31�„ Ct7t '6 Ri.ICC71 N CC T61QJC1iCkN ] H-6031 M 61 f.. SK w 612 , PYa S9 2 3116' I - 3 1+6031 Mah1 Fr, SK w ft. PVC. L Jb. 1 2 3 4 d Rawl Main tY„ Sii, wtf3,}, fora R Jb. 1 5 "1" Mae L Rap, Fxa sw i 5-1499 Rah1[. Put. KR 21 Ills 3 9/16 7 .9Pd7 Sash Neel Fte1. PVC ` 8 11.1467 CO F>srt9.5esh 1/eet Rail RNER WELD C6F#•DFR WELD to la 11 soae sesnecttonlr�a fWCtss.ft ICE l�y I PVC SASH MTG. RAIL 6027 SID (A'-1•SOM 8.1488 Rent, $.8331S -9A Horix. --•-I 1• 33 HeD04 Sash sklelropftL tW PVC FRAME FLANGE -6031 � MED �E 12 5.1678 Hcear, !rack, 13 5.6016 OIL ad., 3W,Fxd, H x1r. PVC FRAME FIN -6026 L4 t W OF. Yert o 7t l � t5 S-80t8 16 C3z. 8at K14`ISaSh,3Iilriz. 11 - 16 S -at118 OL &1.,3ti•.Sash, Vat 113110* 1116' 17 13.8013 Saa.Ada�t.,wR,I�,PYalloriz. t8 580}4 scnR PbC. Yea 1 �• t 618' 9 c� 20 5-1578 Frame fah Jan4, P /r, is SASH MTG. RAIL-1497 21 S•I65s Sean t RWN PVC, bpect 3ritt• ALUM. REINF. 6063 -T6 22 S -1504 Anchert.p 23 8360.4 Paer PVC FIXED MTG. RAIL -6001 PVC SASH TOP/BTM RAIL -6004 FMC SASH SIDE RAIL -6026 24 P-3783 lUxk bpect, PVC 1 25 P-3764 PVG t 36 P3215 Weep Coverwl Fmp Sf8' 1 114' t 27 83893 liekd. f'!. PAM as 1 1 B 3/i8'• -•1 PVC GLAZING BEAD -6016 "{ 35 P3 Welp.,027H 4MhFlnSeaLGeaY 1-- t' .1 3 83766 86 x 2n h FHS krs r•--- 30 0 5.1112 xia g Rea ROLLER TRACK -1678 I 31 P-3768 #a x a .�i Eh PH 5MS SASH IMPACT HOOK -i 556 FIXED MTG. RAIL -1499 S.B.RJS.S.fI. -1498 11/s- 32 t�1W &ex 1?iD F1,a11ac l+n,e ALUM. 6063-T6 ALUM. 6063 -T6 ALUM. REINF. 606376 ALUM. REINF. 6063 -T6 1 33 R•3748W 66x GM6ComdFH Wht 34 8.3010 BideV wt Base,.350Hgh 3s P-mi aax3w screw. ft= brow book 3116• i slf6" 5116' tv PVC SCREEN CATCH - 6013 u 83342 Seatn&oler. W004 1118' ��✓ 37 83752 Cep .1JE' i-bb -- 7w 39 83438 Iim meek Trusset 3a P-sm HatMa3.Tnsea i-F PVC SCREEN SUPPORT -6014 40 1x3352 Set ftk 85 DX, iB'xSWxrLg.. ANCHOR CLIP P-3780 mss• FRAME IMPACT HOOK -1577 7»6•� �"- Al "73s 73e 1�LS�rmtacaYtLanel ,l�+crab.saacfA ALUM. 6063 -T6 (HS HEAD) 43 1 ;3e81 T y Lbf, ( ALUMINUM 6063 -T6 —� —'� SCREWSUPPOR -3113 43 MM GY1$ Lbl, ) 46 Glass, Fixed 1/16 °' 291 4 318• t 5118' 46 •i+•3261 Speer. O•r•Seai Fomd • • A UPDATED PER NEW FBC REQUIREMENTS 07/07M 47 1 • • 314' M IS* 43 016218 a Gomm Fww. H)*. • • 1 1 49 - 83218 Screen Frarre, Vat I 0 114' ...LLL...... c &MO �SYSTEMS So a33zt screal Cmnar xey FRAME IMPACT HOOK- 4- . � '�- 19m &W. 44TH AVENUE 5t R356t screenCth,fexls lase ALUAd.6063- T6 {HSJ ) �`� '••pC,gLA,FL0RlDA34474 "FIW ft. ,. � PLAN VIEW OF ANCHOR CLIP .. P • a EXTRUSIONS 8 B.O M - LAME MISSILE IMPACT R ig • E: ITE 19 IS NOT USED IN TH S PROD CTy �" , r-r . , -.. - •y : •PVC HORIZ. SLIDE $AT ' 7/15/2008 5-157 ftmmos lci. Rm*P✓a H5 • {,' it:>: •, s1496 Adnt.S.e.Rts.S.RVeri n�orluancwcowrnao unwaurllsraoreemiuf or1 m :, 8200 NT& -CWS -157 M113 -Crew Sq)pOrk PVC WPd0.7Y 9Y51Ti .atC.AN1'REPRPDUCTION Bi PART OR AS lI WtkkE 'Ofl'RKX1T d c .y. .,,.�.' M ITTEN PEHIL1=10.1 of CUSTbb1 WWW W sysreras, WC. is PACkABiLED. A 5 OF 8 U J f 174' its" MAX. SHIM (MIN. EMBEDMENT) WE NOTE 2 & 3 ON SMT. 2) 1W MAX ",of 1 .�. (SEE NOTE 2 & 3 ON SHT. 2) (MIN. EMBEDMENT) a 9 ANCHOR > a (MIN. EDGE DIST.) A • INSTALLATION ANCHOR � tLUR • ' � 4 INSTALLATION ANCHOR CAULK BETWEEN BUCK a < . 3118 CIA IAASONRY ANCHOR. . s f16 WOOD AN,"m ANO OPENING BY OTHERS • a CONCRETFIMASONRY 2]!2 a • ♦ 1 BYWOOD BUCK • a e 4 CAULKBETWEEN BUCK BY OTHERS (MpL £CDC,£ OtST.} ` . ° < BY OTHERS n r AND OPENit lti BY OTHERS D D D ° us; e .° e , D►p r �rj; ° . p' r �rA D rA .1p a n n a Im* '+ ° . D D D A • p• l9 (tdIN.EMBEDMEN'Tf ,< < 4 r r B OTTHERS a •Q, • 1 CONCRETFI A P "°�is , 4 A S _ 7 a ♦ 6- • , • CxkNC3i15TEJMASOM{Y -MASONRY BYO ° 'a •a ' WINDOW RB OW FRAME BY OTHE ♦ ♦ • JAMB a � A► � ea A P a s BY ED(TERI F831SH tA!• MAX SHIM A < � � O Wtt�OW FRAME PERIMETER CAM — oCi, •. � � .e . (SEE NOTE 2 & 3 ON SHT. 74 . JAMB a O PERIMETER CAULK BY WSTALLER � , PEF%Mt:I CAULK �•,`� BY INSTALLER OTHERS WOOD D SUCK EXTERIOR FINISH BY INSTALLER BY OTHERS I R FINISH • SY OTHERS ANCHOR (}-� HORIZONTAL SECTION CUP HORIZONTAL SECTION CLIP (tYOOD} CUP (MASONRY) WINDOW FRAME INSTALLATION ANCHOR, INSTAIIATKXJANCHOR HEAD 3716' OIA. MASONRY ANCHOR. WINDOW FRAME WIN 3/78' M MASONRY ANCHOR. PERIMIFT•ER CAULK 174• MAX. SHIM CUP iNSTAU.ATION ANGIOR BY INSTALLER (SEE NOTE 2 13 ON SHT. 2) 3718' WA. MASONRY ANCHOR WWDOW FRAME EXTERIOR FINIM SILL, RY OTHERS D . ► ' ► . s • ► y • D . ► ANCHOR • ► D . e p . s A . ; A . PERIMET'ERCA(IUG A. A► A =A► P► D A► �° A A p ►9 A ► • 1 114 BEDMENT) BYBJSTALLER Its' MAX SHIM ! ? ►� ♦ A • i D ►P, ► A. �► Ar. �► ♦ •pp~. • ►A ► Q HYB•! FINISH (SEE NOTE 2 & 3 ON SHT. 21 . A � ► P r D D ► P • r P A • F OTHIERS i t BY WOOD B= BY OTHER N (MIN. EDGE DIST.) •° +� +a. • • BY OTHERS ALTFRNATE PRECAST SILL DETAIL ° • • ° � +p> ; i ° �ti .h• °• ° • • CUP (MASONRY) A UPDATED PER NEW FBG REQUIREMENTS 07/07!08 • P • P•. • • :4 ° + ° • •• • �• P : MINEMBEDM t E1} Jtiiet •• ++ .j1j •V•� •s • P:� ♦'P ,A ( ENT) .• WINDOW SYSTEMS .44TH AVENUH ( y`J }Yy�7/ • . • • • • • • • • • (MIN. EDGE DIST.) 34474 ^. • ; • ° • ..-+•- • • • a ZAT ION ANCHOR WICLIP DETAIL - LARGE MISSILE IMPACT •• • • Y S N • i - �• • • • • CLIP "TOTY10 • Cot 0Y �C Ejt TEIMASON6iY t . t }. r.. • .. ' 'PSF� HOR2 SLIDE BAT E71t&2OW • • • • • • P0P lETARY AI%1 Cdf1�£M7AL • ' a > . < . • z . x.. NT S WS THE INFORMATION CONTAWED BI TM Tma tS THE SOLE PROPERTY OF=13T !_: ROBERTO LOM}eC .. WRY P a CCUST W srSTEELM Nc IS PAOHWM p FL•fi.E NO.6 '4 A OF 8 000 0 • •• •• • • • •• •• f,. + - -- tom• t� I aRYwRtt BY I BY WOOD BUCK l la DRYWALL BY BYOT CAULK BETWEEN BUCK OTHERS FlERS (MIN EMBEDMENNT) OTHERS AND OPENING BY OTHERS • •r 11M MAX SHIM (SE MAX E 2 & (SEE NOTE 2 & 3 ON SHT. CONCR>= fEWASONRY , • •r,r (SEE NOTE 2 & 3 CN SHT. 2} „•. , BY OTHERS CAULK UNDER SCREW :• ; S ''• • •� CONCRETEANASONRY �' • • CAULK UNDER SCREW HEAD BY ]INSTALLER • + • > BY OTHERS ` • HEAD BY INSTALLER A 1 INSTALLATION ANCHOR. 3/16• DIA. • • ► ► INSTALLATION ANCHOR, CAULK BETWEEN BUCK MASONRY SCREW wMEOPRENE e • ' 4 l ` ► i ► 0110 WOOD W/ AND OPEMNG 13Y OTHERS BACKED WASHER THRU SCREW SUPPORT. • • ► WASHER TI--RU SCREW A SUPPORT. 2112: •4.' L ► }► (MIN. M *E DST.) � ; � ' • J• 2 BY WOOD BUCK i 2 Yt2• � . ► . BY'OT11ER5 • a . . •.• • OWL EDGE DIST.) • • A A ► J 1w NT) ML EMBEDME a . ai a y a a. ~ , DRYWALL BY i't .. WINDOW FRAME •4 •V • & ► A a . OTHERS•L' WINDOW FRAMM rr• �, v , 1 BY WOOD BUCK PERWIETERCAULK JAMB PERIMETER CAULK 13Y OTHERS BY INSTALLER BY iSTALLER ~ CAULK BETWEEN BUCK EXTERIOR PWISH --11•• (MIN. EMBEDMENT) ,.. EXTERIOR fww EXTERIOR FAdISFt AND OPENING BY OTHERS BYOTHERS BY OTHERS B RS Y OTHE PERIMETER CAULK 114- MAX SHIM HORIZONTAL SECTION (JZ HORIZONTAL SECTION BY INSTALLER (SEE NOTE 2 & 3 ON SHf. 2) FRAME (MASONS FRAME (WOOD) CAULK UNDER WINDOW FRAME SCREW HEAD INSTALLATION ANCHOR, 3/16" DIX HEAD BYINSTALLER MASONRYSCREWwINEOPRENE BACKED WASHER THRU SCREW INSTALLATION ANCHOR, 3t16• DIA. SUPPORT. WINDOW FNTAME MASONRY SCREW wiNEOPRENE ALL CAULK UNDER BACKED WASHER THRU SCREW SCREW HEAD SUPPORT. BY INSTALLER INSTALLATION ANCHOR. 3116• DOA. PERIMETER CAULK 1tM MAX SHIM MASONRY SCREW wtl,IEOPRENE BY INSTALLER (SEE NOTE 2 &3 ON SI4T. 2) BACKED WASHER THRU SCREWY SUPPORT. p CAULK B M EF • ► C . Dr. s p . tr • • SCREW HEAD BY INSTALLER p p b ` SILL FRAME HIGH STRENGTH STRUCTURAL p ' •�► � r p • ` • p ` D rppr. pr �* D' 1' 0 (MIALEMBEDMom PERIMETER CAULK GROUT BY OTHERS ' r �: r b .. • r A, r ' ° b ' • r . r r • r b , rD, p b. b. BY04STALLFR 1tr MAX SHIM 0 ♦ p b . r p r p + • > EXTERIOR FINISH F (SEE NOTE 2 & 3 ON SHIT. 2) ` BY OTHERS Rim �•- . .I!! Y� • r• SI I STOOL BY OT}�ASE7ElGM5Ofi1RY (MIN EDGE DIST T a a tli • BY OTHERS ALTERNATE PAST SILL DETAIL A (ipDATED PER NEW FBC REQUIREMENTS 07/07/08 a • , •• r " �> t FRAME (MASONRY) • • .4 P a . • ♦ us "I • a n •, y E SOLID WOOD • , • • a A . ,o o • `�� • • / •• a. M Jr a : n 'Jj SUPPORT 1 MAKE , �' .+ S .3,. /C a ... 9$ f P c•.• 0 4 • a • �►` SILL LEVEL, BY OTHERS ., r • a a • •' �, - , _ s+ .,, • P. � •••• +� ` • a. a• ,' •+ W0IDOWSY5IFMS • • a a •e • ° • a• . • • f ltd• ` ....� �. y ' '1500 .44TH AVENUE � '• 2 (MIN. I (M EMREDMEN'n • ti `.'::,' `` •• � •• 7 �3• -,' LA, FLORIDA 34474 CONCREiE�ASGn „i • • •�s • • • (MIN. BISGQDIST�► . ; ” . ° -'' • .� -• BY 07HBAS • i • • • • • • ? ' ,`; : ^' ' � .: 1NSTALlATION THRU FRAME DETAIL - LARGE MISSILE IMPACT • • • • • • • • • • • • ' FVC HORIZ. SLIDE BAT r 7/15/2008 • • /}T�OF�iTICALSECTKNN • • PRW�iETARYAAIDCCNf�ENt1Al ^- LROBEt;TOYOMA5 $00 THE$1FOWATION CONTAINED Pl THIS ORAWINO IS 'NE SOLE PROPERTYOF ` NTS � -157 �I FRAME (MASONRY) W NDOW SYSTELC4, INC. ANY REPROOMMA! IN PART OR AS A WHOLEI$117EWT'}IE FL F 6'2514 ti �� warn EN PE atmsslo N OF CIA5T06d w INOOW sY5YE1AS, iNC. IS PAOM811T:'" r - A 7 OF S • • • • • • • • • • • • �•" �; to M .a.,, . e •.,: ".". r �^►� s4. k� .4..Z: I I SHFA7HttdCi {MIN. EMBEl�A.tENTj BY OTHERS EXTERIOR FINISH INSTALLATION ANCHOR, BYOTHERS a #8 WOOD SCREW °' 2 BY WOOD BUCK CAULK BEHIND FBI BYOTHERS BY INSTALLER 0. MC MAX SHIM 2 BY WOOD BUCK (SEE NOTE 2 6 3 ON SHT. 2) WWWW WRAP R d SMOTHERS BY INSTALLER 4 . & WSTALLATION ANCHOR. POUMETER CAULK #8 WOOD WREN BYINBTALLER 114• MAX SHIM (SEE NOTE 2 ✓d 3 ON SHT.2) • WINDOW FRAME 7 1t2' JAMB M EMSEDMEN I I WINDOW FRAME r HEAD B B OTHERS HEE EXTERFINISH WINDOW WRAP BYOTHERS BY INSTALLER CAULK 0 FIN PERUFTER CAULK BYIN,STALLER BY06TALLER WINDOW FRAME SILL LR� 1 HOR12pNTA1 SE=N fW {WOOD) VV MAXSWM CAULK BEHND FIN WE NOTE 2 & 3 ON SHT, 2) BY WSTALLER PERIMETER CAULK ° �w BY INSTALLER W WAlW ��. BY OTHERS K A UPDATED PER NEW FW REQUIREMENTS 07/07/08 BY�TIU.LER • • ♦ •:W' • • • • • • •: . INSTALLATION ANCHOR, ; t�tTEt110R FIN�1 t - • m WOOD SCREW .- wlf` D SYSTEMS SHEATHING l4 +`_• , v �, u P 19W S.W. 44TH AVENUE is O BY OTHERS RIDA 34474 • • • • • • • ♦ • (MIN. EMBEDMENT) t�"•' ' a,$'• ..:,.~ • • • s • • • • • r, _ t » ALLl4TION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT i • i i • • ♦ i VTOTWECTITN WN w. r 'PVC HORIZ SLIDE SAT 7/15/2008 • • • • • • ` FW {NCO!) • • P7tOPR&TARYAtOt73NRDENML I ,,, . 's..' - .. • ti . • • •♦a • • • L ROBETi(oLc7NIA1 'a h 8200 NTS CWS -157 wm THE 9.1FOtaAAT1OV CANT akvEO W TM aRnwsin � rRS sa.E PRa�ERTV of (yi�Y ' WINDOWSY $TELi &M.AWREPAOOUCTICNWPAFtTORASA WIiOtEWITLK_Zl'L'fJdE FL P.E.MO. 87, 514'••,, WRITTEN PER MSMON OF CUSTOM WP00W SYSTEMS. MC. is PRWI18ifED.. .. i x l 4 •.!�•" A 8OF8 • ♦ • • • • • • • • • • r i of w C �� »t . y; ' «� ;Al �crct t tvttua tauuutuy, v,vuv viunw HV47- 11 www. uvttuauuttuutg. tttyr�tti�tt _a�tp_uu.aapx:�7G[2lltrwvCV1�.. 4 SM Home E Log In f User RegWaatbn Hot Topics I Submk Surcharge ( Stats & pacts R40catbns FBC Staff E BCIS Ste Map Unks Search e . Product Approval p USER: Pubic User -Noduct Anoroval Mea Men > Product or A ok atkm Search > ARokatbn List > A DetaB a FL # FL7067 -R3 Application Type Revision Code Version 2007 Application Status Approved - Comments Archived Product Manufacturer Custom Window Systems, Inc Address /Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 mlafevre @cws.cc Authorized Signature Michael La Fevre mlafevre @cws.cc Technical Representative Michael LaFevre ## Address/Phone /Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext207 MLaFevre @cws.cc Quality Assurance Representative Ralph Emminger ## Address /Phone /Email 1900 SW 44th Avenue Custom Window Systems, Inc. Ocala, FL 34474 (352) 368 -6922 Ext208 Ralph @cws.cc Category f Windows Subcategory Horizontal Slide Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 7 ' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Roberto Lomas the Evaluation Report • • 0000•• Florida License PE -62514 � • • • • • • � • • • Quality Assurance Entity Keystone Certifications, Inc. •• • 0000 •• Quality Assurance Contract Expiration Date 12/31/2010 000:00 • • • • • • • • • • Validated By Steven M. Urich, PE • 0 0.0 • • 0 • • • • 0 ' Validation Checklist - Hardcopy Received • • • 0 • • • • • 0000 0000 ••••. ••••• • • •• ••• • 0000• Certificate of Independence FL7067 R3 COI 510485A (Eval Re�FjS7 XO 9454) odf • •••�•• • • Referenced Standard and Year (of Standard) Standard • • • • • Wear 60040 AAMA/101 /I.S.2 -97 i • • • • • • • 1997 • • AAMA /W DMA/101 /I.S.2/A440 -05 • • • • • Q005 0 • • • • i ASTM E1886 - 02 • • • ,002 ASTM E1996 -02 2002 1 of 3 10/5/2009 11:43 AM viviiva"uuum.6%,vuv%jwuio ttttp.// www .uutluauuttuutgurglpr /pr_app ALt.UspxfpirdrrffVV1;VA. PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 12/29/2008 Date Pending FBC Approval 01/08/2009 Date Approved 02/03/2009 Summary of Products FL # Model, Number or Name Description 7067.1 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider (Impact) 74x54, XO Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -157A (HS -8200 Impact).pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02 Impact Resistant: Yes FL7067 R3 II Mikron NOA 06 -1220 01 Idf Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 Other: Large Missile, 74x54, DP = +/- 60 psf, (Impact). Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 510485A (Eva) Rep HS -8200 Imp XO 74x54).pdf Created by Independent Third Party: Yes 7067.2 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider, Impact, 111" x 63 ", XOX Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL7067 R3 II CWS -232A (HS -8200 Impact XOX) j) Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02 pc�f Impact Resistant: Yes FL7067 R3 II DuPont SGP NOA 07- 1116 -04 pdf Design Pressure:. +60/-60 FL7067 R3 II Mikron NOA 06 -1220 01 odf Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Verified By: Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL7067 R3 AE 5104878 (Eval Rep HS -8200 Impact XOX 111x63).Ddf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact its Use Installation Instructions Ap oved for use in HVHZ: Yes FL7067 R3 II CWS -186A (HS -8200 Impact 72x63)_pdf Approved for use outside HVHZ: Yes FL7067 R3 II DuPont PVB NOA 05 -1208 02, Impact Resistant: Yes FL7067 R3 II Mikron NOA 06 -1220 01 pd Design Pressure: +60/ -60 Verified By: Roberto Lomas 62514 • • Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, AL FMR. Created by Independent Third Pity: Yes i • • • • • • • • • • Evaluation Reports 0 00.0 • • • • • • FL7067 R3 AE 510486A ( ""i HS -8200 Imoect • XO 72x63).pdf • • • • • • Created by Independent Th}r8Wf: Yes • • • was* 0000 t • • t •••• •••• •••t• rk ® •••••• ••• • ••i••� •• •• •• •••••• • • DCA Administration • • • • t • • • Department of Communfty Affaka; • • 00** • • • • • • Ftorlda BuBdfeg Code Online •••• • • Codes and Staintar� • • � • • • • • • • 2555 Shumard Oak Boulevard • • • • • • •- • Tallahassee, Florida 32399 -2100 • • t (850) 487 -1824, Fax (850) 414 -8436 0090 ® 2000 -2005 The State of Florida. AU rights reserved. Copyright and 125cktmer Product Approval Accepts: 2 of 3 10/5/2009 11:43 AM r ivi i va Lmxiuillr'livLLv l.jmxuG iiuji.tt w w w .ilvii vauut iuiii&virrliit Fi_aNY uci.a3pA. Ycuati w%-ji, MArtEi9a SoCAled 4 Yl RIPY� • • • • • • • • • • • • • • • •• •• •• •s•••• • • • •••• 0000•6 • • • 0000 • • • • s 0000•• •• • • •• • • 3 of 3 10/5/2009 11:43 AM L,. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisvill NC 27023 336 - 945 - 9695 Report No.: 510486A Manufacturer: Custom Window Systems 19M SW 44 Avenue Ocala, FL 34474 Product Line: Series 8200 Vinyl Horizontal Slider— Large Missile Impact compllarice: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 98- 72.070 method 1 (d). The product fisted herein complies with requirements of the Florida Building Code. Product description. Horizontal slider is made of PVC. Main frame is of mitered comer construction. Panels are of welded and mitered comer construction. Supporting Technical Documentation. 1. Approval document: drawing number CWS -186, Revision A, titied Series 8200 PVC Horizontal Slider— Large Missile Impact prepared, signed and sealed by L. Roberto Lomas P.E 2. Test report No. NCTL 210 - 3433 -1, fin installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Oriando, FL AAMANVDMA/CSA 101/1.5.2/A440 -05 Design pressure: t6O.Opsf Water resistance: 9.Opsf ASTM E1886 -02 and ASTM E1996 -02 ASTM El 88& El 996 Large Missile Impact Test, Level D. Wind Zone 4 ASTM El 886/ El 996 Cyclic Load Test, X60.0 psf design pressure 3. Test report No. NCTL 210 - 3433 -1A, fin installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, *60.0psf design pressure,10.125psf water penetration. TAS 203 -94 Cyclic Pressure loading t60.Opsf design pressure 4. Test report No. NCTL 210 - 3433 -2, flange installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL AAMAIWDMA/CSA 10111- S.2/A440 -05 Design pressure: t60.Opsf Water resistance: 9.0psf ASTM E1886-02 and ASTM E1996 -02 ASTM E18861 E1996 Large Missile Impact Test, Level D, Wind Zone 4 ASTM E1886/ E1996 Cyclic Load Test, 160.0 psf design pressure 5. Test report No. NCTL 210- 3433 -2A, flange installation, signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201 -94 Large Missile Impact Test TAS 202 -94 Uniform Static Air Pressure, f60.0psf design pressure,10.125psf water penetration. TAS 203-94 Cyclic Pressure loading t60.Opsf design pressure 6. Anchor calculations, report number 510314A, prepared, signed and sealed by L. Roberto Lomas P.E. as • ,,`�'v •S••�r • ••••S•` Y a at -, , d�Y •' •cs� � • rte' .a t 1 of 2 Luis R. LorrrErB, P.L � ' FL No.: 6234 1.1/25/2008 i i L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. • Lewisville. NC 27023 336 945 - 9695 Report No.: 510486A Limitations and Conditions of use: • Maximum design pressure: t60.Opsf • Maximum unit size: 72" x Sr r Maximum Q.L.O.: 32" x 56 9116" • Units must be glazed with 5116" single laminated glass consisting of a 118" annealed — .090" Butecite PVB intedayer by DuPont -118' annealed per ASTM E 1300. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be rigid PVC per N.OA. NOA 06- 1022.01 • DuPont Butacite PVB interiayer per NOA 06- 1208.02 installation: Units must be installed in accordance with approval document CWS -186 Revision A. CerOcation of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the products) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). • •• �y' rte.:• - .�,�,.•• 0A 0 •r••• • J -- o �, • '' •r•: 3"1 •rte ' •\ �4i� • i . •.� . i �• i. ��i 0 2 of 2 Luis K Lomas, P.E. FL No.: 62514 1125/2008 HOIZONTAL SLI,OgR ELEVATION {IM PVC IMPACTREOUIREMENTR: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2 GLAZING OPTIONS: (SEE SHEET 3) A41LX. OVERALL FLAME WIDTH 3. APPROVED OONPIGURATXONS: `OX`,'XO` 77 MAX UNIT WIDTH 4. DESIGN PRESSURE RATINGS (SHEETS 3) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND 43LASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON. TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. — — 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED W THE DESIGN OF THIS PRODUCT. SEE SHEET 6.7 FOR ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd.1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. fir\ t 1 t r SAPPROVED MR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL.oINT SEAM SEALER USED AT FIXED MEETING RAIL SASH AND HEAMISILL MAC / 4` HEIQFIT S. REFERENCE TEST REPORTS: NOTL,'310.34ali -1, NCTL 2103433 -IA, NCTL -210- 3433 -2, NCTL -210- 3433 -2A OVERALL / GE j I 6. BEROES / MODEL DESIGNATION H84M. HEIGHT w 10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO MAX 9116, STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY Y OF THE ARCHITECT OR ENGINEER OF RECORD. Im HEIGHT 11. OLO 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING' X a OPERABLE SASH. 0 • FIXED SASH 86.319_ I I M SECTION CALLOUTS FROM O1X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. �Apg I I Lilo �I t t ' L I 31 iwjir 32' CLASS DLO GLASS DLO 35..11 MAX SASH WIDTH •• •s• • • • • • •• JAI UP DATED PER FBC REQUIREMENTS 07/07/05 • • • • • • • • • YdRNDOW SYSTEM" •• ••• •• • • • •• � •�•� --°`� r • r�' 5005.W,44TFIAVENUE TABLE OF CONTENTS y M' d r" f/� • FLORIDA 34474 GENERAL TES g ATLpVS . __ » .. „._.1 ; GENERAL. NOTES '& ELEVATIONS IMPACT - ANCHOR EDU OTES_. »! • . 2 • • • • r I' 'ADE 11 SECTXN4 +lI_ IC s • +mLra6rrw+ruaaa+au�rn�1 w EXTRUS B ».. •»» •» » »» s • • n urtmuenna+conirun� w rr� oLUwwn rsTHE S i`�r : SL IDER NTS ” CW8.155 ItGTAL1A D qp .... ••• »..- .— ....- • • Wu,� WSVSTFA&W.AWPAPROM3M tM PART OR�s•w y �, p ' 10F7 WRRTEN PERMISSMN OP MWOM WVMM SYSTEMS. NO. B ( 't ct,�ic'o 1- o 0' MAIL SEE NOTE 2 � (TV" SEE O.G. SEE NOTE 8 (TYm MAX (TYP) I ( 17 MAX O.C. in'PI MAX O.C. (T YP) BNSTALLATION (T AI�HORS TYP. O X I INSTALLATION }( ANCHORS TYP. a a ANCHORLAYOUT e t r i NOTE$: 1. INSTALL ONE ANCHOR AT EACH LOCATION. 2• SHIM AS REO D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 °, USE SHIMS WHERE SPACE GREATER THAN 1118" 15 PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED, 4.3118° CIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MW. EMBEDMENT OF 1 14 INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2117' SHALL BE ACHIEVED. S. 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3W INTO 2 BY WOOD BUCK. B. #8 WOOD SCREW ANCHORS MUST BE OF SUFFIC*NT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. 7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. rrrUPDATED PER NEW FBC REQUIREMENTS 07107105 B. ALL WSTAL L47M AMR$ M :STBL PC 0: AAMOSION RESISTANT MATERIAL OR COATINQ.. �t .• t: .8. INSTALLATON*NCHO%bSHAUmSE3N �GEeWITH ANCHOR MANUFACTURER& MTALLATICN WrRWTONS, AND ANCHORS SHALL NOT BE USED 111 JUBSMfES�Wt#i 8"BNG�iSILESS THAN THE MENMMUM STRENGTH SPECIFIED BELOW y y ••• •• • • • •• � ,'t. tt :'.°? p , .AS . t 0. IN ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH TH ►� E FOLLOWING PROPERTBcS .. a S.W. 44TH AVENUE A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.0.42 .�� ap' FLORIDA 34474 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3AM PSL +. *= t' "a - ANCHOR SCHEDULE & NOTES - IMPACT C. MASl0p* - STRENGTH CONFORMANCE TO ACTM (ib-NoGRACE N, TYPE 1 (OR GREATER). n :. „�rx•• sr _ • • e • • • • s • .�` a" 82pp ADE 11/24/200 e• s • • • • s .e • �'' • "•. • w • • • • • • . • • • •. PROPRBf'ANfANbCOHR06U11A1. "�".• .n w't`7.: ✓58' �! • • • • • • • s • a• Txff•+ PawATwu • HORV-SLIDER NTS . : GWB -188 • • ••• • • • WFSM9YSIU4% W.AW RFPROdI)MMNPARTORASAWH01.8 . ..t�yy� ,_{y4: ''•' A 20F7 WRnmpsAm moFC18TOMWNDOWSte . NC ,{S PROM& °Clai n WIDTH HEIGHT(K (IN) GLASS TYPE 17 718 29 12 31 112 35112 3912 41 112 43 112 49 511/2 53112 55112 59112 72 243/4 A +60/ -60 +60/ -60 +601 -60 +60/ -60 +60/ -60 4601 -60 +60%60 +60 %60 +60 %60 +60 %60 +60 %60 +601 -60 +601 -60 271/2 A +60/ -60 +60 %60 +601 -60 +60 %60 +60 %60 +60 %60 +60 %60 +60 %60 +60 %60 +60/ -60 +60 %60 +601 -60 +60/ -60 2912 A +60 %60 +60 %60 +60/ -60 +601 -60 +601 -60 +60 %60 460 %60 +60 %60 +60 %60 160 %60 +601 -60 -f60 %60 +60 %60 31 U2 A +60/ -60 +601-60 +601 -60 +60/ -60 +601 -60 +60 %60 +60 %60 +60 %60 +60/ -60 +601 -60 +601 -60 +60%60 +601 -60 35 U2 A +601 -60 +60/-60 +601 -60 +60 %60 +60"0 +601-60 +60 %60 +60%60 +60 %60 +60 %60 +60 /-60 +601 -60 3912 A +60/ -60 +60/ -60 +60 %60 +60/ -60 +60/ -60 +601 -60 +60 %60 +60 %60 +60 %60 +60/ -60 +60 %60 +60 %60 +60/ -60 4112 A +601-60 +601-60 +60 %60 +60 %60 +60/ -60 +60/ -60 +601 -60 +601 -60 +60%60 +6W -60 +60 %60 +601 -60 +60 %60 4312 A +60/ -60 +601 -60 +60 %60 +601 -60 +601 -60 +60 %60 +601 -60 4W-60 +60 %60 +60 %60 +60 %60 +6j+60/-60 4712 A +60 %60 +601 -60 +60 %60 +60 %60 +60 %60 +60 %60 +60 %60 460 %60 +601 -60 +601 -60 +6W -60 +6 51 12 A +60/ -60 460 /-6Q +60/-60 +601 -6d +60 %60 +60 %60 +60 %60 +601.60 +60 %60 +60/ -60 +601 -60 +6 54114 A +60/ -60 460/ -60 +60 %60 460 %60 460 %60 +60 %60 -KO %60 +60 %60 +601 -60 +601 -60 +60 %60 4+6 63 A +601 -60 +60 %60 0!- +660 +601 -60 +60/ -60 +60 %60 +6Q1 -60 t 601 -60 +60/ -60 +60/ -60 +60 %60 +6 COMMODIW SEM (DP -m') WIDTH HEIGHT (M WIV OVERALL 118• ANNEALED GLASS — i� (IN) GLASS TYPE 19118 38 3/8 1 58 5/8 56 731/4 m WTAWE P" By DUPW title ANNEALED GLASS 26 A +60/ -60 +60 %60 +60/ -60 +60 %60 7-60. 2612 A +60 /-60 +60 %60 +60 %60 +601 -60 +6 P5 37 A +60/ -6Q +601 -60 +60 %60 +60 %6 - MA60 118 A +60/ -60 +60/ -60 +60 %60 +601 -60 cwaSS SIM 12 A +60/ -6Q 4601 -60 +601 -60 +60/ -6Q +60/ -60 1/4 A +60/ -60 +601 -60 +601 -60 +60/ -60 +60/ -60 2LA8 W E A A UPDATED PER NEW ft REQUIREMENTS 07107!08 i • •• • • • • ••• • � • • • • • • • • • { r yy W tp� UW 1. IF SIZE INTENDED IS NOT SHOWN w a ` t kX { . , '' ;o .900 S.W. 44TH AVENUE USE NEXT LARGER SIZE •n n° J, f FLORIDA 34474 - " ` "XO° 'OX• DP CHARTS 8 G114ZiNti - IMPACT •• • • • • ••• Q y' • • • • • • • • • " o, o - :,� • ggp0 ADE 1!12 • • • • • • • • • • • • PROVnETARr1uH1CONf ! lTIAL ' s �� I- °• • • • • • • • • • •• TNEtl+ FOa ►m1ymCONTAUMINTWMA+nMISTNESOLE timM � . BUD NTS "CW3188 • • ••• • • • W*MMSY81•EY9,MAM/�ItNPARTORABA l�lE �f. WNTM PEBAB WN OF OW*rOM W M SY$TEId9. @10.19 - a s p •a A 3 C}F 7 G O • .aa= • �1diEei ;rte!'` INTERIOR UNIT WIDTH - n o to e 4 � t ImoR INTERIOR 3 t 6 EX TEE QR 4 OVERA OVERALL FLANGE WIDTH FLANGE UNIT HEIGHT HEIGHT t 161TW40AL HORIZONTAL SECTION ' tt to 1 ar.•. .� i t 2 L�TYPICAL VERTIOAL SECTION NO •SFIOWE .CUTAWAY 1711 TYPICAL VERTICAL SECTION NCTTE: BFiDW61{h�TTA A�! Y ALTERNATE FIN FRAME' t NEW REQUIREMENTS 07/07108 • • • • • • • • • s S i f tflF ' 1, 52 ARE USEd BUT NOT SHOWN :' «► �" �x • f.. ` 4�' 6 LARITM. � e y e 4 r�•. � . ° ON VEWS & ALT. FRAME - IMPACT 11/2 ��•— "' L W�WOWSYSTEM8.HC ANYHEPgODIJCT10NNVARTORASAWFUt u 'O FC 4•• « : NTS "GWS 188 • • • • • • • • • •• WRITTEN PEF04SSM OFCUSTOM WDWM SYSTEM W_ ,A •,Fv., a, p.a.',:� A . _ 4aF7 NemB P�t9 D� 3 tltr �. $ASN CORNER I H4031 Maki Fr.. Sri w .. PVQ dead 3 t � - -� 8 CONSTRUCTION e' TRUCTION 2 H4031 Mmh 1'r., SK w , PVa S1 fns• 3 1+6031 MalnFr.,SH,w „PVG,1...b. 1 � \ 4 8-6031 Matt Fr., SK w ft, PVG Ft a s 1+1802 Mat WL FktL 211 le• 3 et18' SASH MTG. RAIL -1497 �. F 7 t+ W ' 1'� Flat PVC ALUM. REINF. 6063 -T6 8 1+1497 Flew. Bash Maet Rai t 114• CORNER 9 t +8028 de Ral PVC (ALL SIDES) paw. 10 81486 Ra6d. $ B Ft/8 e R L 1 P 3 4 1 - 1 1AU 8 DE 12 848006 Atditet PVC FRAME FLANGE -6031 13 s -61158 Ck. lid, WIG knP,Fxa, terra. PVC FRAME FIN -6026 ROLLER TRACK -1627 7 ALUMINUM 6063 -T6 14 5.80 GI:.Bd 6t181sttP,Fxd Vert. f.t3rt8• a�g. 15 s-s068 131x. sd , lV181aM' Sash Horix. 1516' 3" 14 S4= G E. 9d 5t181aI ' s ah, veR 17 5-8013 sem w /Nb.PVC 1643• r t8 S$Otd ScMAdqpLFVC � FMD EDT x 2x 13783 WN 21 L oo k, kM xSem PVC SASH TOPBTM RAIL -6004 SCREW SUPPORT P-3113 1 W ITHOt1TERFRAME aoR PVC PVC SASH MTG. RAIL -6027 23 P PVC 24 1S' 1 13216 23 18 screw, w, 13631 ws x 318 scw. Frente h lbok 26 13429 270 Qx.1s70•¢kPY t &A Gray 27 P-3785 INx 2= Flt PHSW 8w ws 6* BASH IMPACT HOOK-1556 29 13768 wsx0.sasPnPHG19 PLAN VIEW OF SASH HOOK ALUMINUM 6063 -T$ 30 Paaslw is x 1$O Ffi FHTt3t wht PVC SASH BIDE RAIL -6028 1 �r1s• 31 P-374 x Q825 Ou•d FH Tt341Mti 1 /2' 4" . 13342 saamssi ar, MM PVC FIXED RAIL -1602 33 13762 ,1/r Hee (HEAD) 7J8' 36 P•3438 HaLttTnra eW,.H. ALUMINUM 6063 -T6 !� 38 13362 set Sk, 86 00., tre" x 1318' x r $' 1 6116" 1 5' --- FRAME IMPACT HOOK - 1577 39 "M 11"MOMCert.1ailet 1FRGTab.ir VWASTA Uk GLAZING BEAD S - 1112 DE i `� 1 PLAN VIEW OF FRAME HOOK ALUM. 6063 -T6 (HS HEAD) t� I 40 P3es1 T Lb1 ALUMINUM 6063 -T6 t 6tts- 41 13613 IOM ILL 1 -_ -_ 42 t3139s, Rite$ 3118" 43 ease, sash PVC ANTI LIFT -6005 (JAMB) 11118• screw ft". essiwa+> 46 P•3z18 ft". Hart. , 47 Pa lo Soreehfrans � t t t � 6" �'' FRAMh IMPACT HOOK -1576 46 83321 sormFmmOornw' S.B.RIS.S.R. -1498 PLAN VIEW OF FRAME HOOK ALUM. 6063 -TS (HS JAMB) 49 P4651 - screen crow is x is n m w ALUM. REINF. 6083 -T6 so I "m Scrams 155Ofa Bk PVC GLAZEBEAD - 6066 UPDATED PER NEW FSO REQUIREMENTS 07107/W 51 83029 sc Pul T «1 32 3033 reaet8i0rYt1 so • • • 112• — � � 1 s/1$' 1118' A e , wh0ow Sypm 65 PA113 row Fwc • • • }}---- �-- ti� i . ,. r '' S.W.44TH AYENUt= HORIZ s6 t t 'SCRN ADAPT -6013 VERT. SCRN ADAPT4*i t 3474 57 8 1568 sash Ga1ch, PJG hm t '..•. b` - ' + ys 58 S•1576 Frans fabft, PVC T . 9. 28, ,33.3 , '"+... . y ' w:: • .. - ' : 10 B.t]:M. - I T 59 • 8.11177 Fraisa 1 TH P 's . �• 8200 ME 1112 6$ SigPohr9hok• • • • • 1t r oausTloaax+rrutaGp 1vnaca PtaoPemy ea E it Q' H SLIDER NTS 'CWS -188 61• 1 We�IDOw 6V$TEN8,x1C.JWYIf'n00UGTxXa xaPMTQH ASAwFICa.E a YYRIT'rEN F'Bwil\SIaJ OFC11eSpAl WadxA99YaiEYla. o as. ; ` A r r $OFT • • • • • • - ! • tlr •' DRYWALL I ifir Law BY OTHEN (MIN 1 BY WOOD BUCK (MW EMBEDMENTI SY OTHERS . Y OTHERS 1/4` MAX SHIM CONCRETEtAAASONRY iW MAX SHIM (SEE NOTE 2 & 3 ON BHT. 2) BYOTHERS (SEE NOTE 263 ON BHT. 2) CAULK UNDER SORES HEAD C AUL CK K WEEK "~ _ ° ' a CAULK UNDER SCREW HEAD BY INSTALLER e ° ► BYOTHEFS �• BY INSTALLER iNSTALLAT10NANCHOR. 3tt8 OIA. • • • • # O WOOD ANCHOR WR MASONRY SCREW wMEOPRENE A A A NEOPRENE BACKED BACCKKE T WASHER THRU SCREW ► A • SUPPER THRU SCREW r CONCRETFIM48ONRY • • e i • ► IMIN Eb3E DIST J / BYOTHERS 2ix • A • • ► A '�—'- • ° il / (MAN EGOE DISTANCE 1114' • w . • w . a . ♦ . -� ti ' ° 4 �; J, ► • AND OPENING BBETWEEN (MIN EMBED MEN'I } �`' �• •, ♦ 1 • • '• • • • WINDOW FRAME' ° . ° BUOPENING ' � ` ---. .. e . • e . r ; v , �A a ,. .IAMB i A SY OTHe(� K'S+ • v • 1 BY BUCK DRYWAL 7( RS .� ~"` -� FRAME PERIMETER CAULK "{k EXTERIOR FINISH BYOTHERS EXTERIOR FINISH BY OTHERS PF3R1M6TER CAULK BY I+iSTALLER EXTERIOR �� gy YETHERS BUCK - T L 114' MAX SHIM BYINSTALLER BYOTHERS PERDMETER CAULK (SEE NOTE 2 d 3 ON BHT. 10 HORIZONTAL SECTION BY INSTALLER FRAME PAASONRY) HORIZONT (W OOD) CAULK UNDER SCREW HEAD FRAME BY LNSTALAP WINDOW FRAME INSTALLATION ANCHOR, 311 S• DIA. HEAD pVSTALLATION ANCHOR, 3113` DIA. MASONRY SCREW WNEOPRENE MASONRY SCREW WMVEOPROM BACKED WASHER THRU SCREW SACKED WASHER THRU SCREW WIN FRAME SUPPORT SUPPORT SILL CAULK UNDER SCREW HEAD BY INSTALLER INSTALLATION ANCHOR. 3113" DIA. PERIMETER CAULK MASONRY SCREW wMJEOPFIENE BY INSTALLER 114• MAX SHIM WINDOW FRAME BA WASHER THRU SCREW (SEE NOTE 2 A 3 ON SHT.2) SILL �1L�LK EXTERIOR FINISH BY WSFALIER SCREW HEAD SY OTHERS �. p • e . r r „ PERIMETER CAULK BYINSTALLER I S . TRREN O K3T STRUCTURAL p • �r p rp • �rpr p rppr• • r • sp s` rp (MINEMBEDtMENp pry rp•�• ~� r p. p p. r •r EXTERIOR FINISH 114• MAX SHIM • pr ►? ► p p . r Y . loo, p • t p BYOTHERS (SEE NOTE 2 & 3 ON SHT.2) OTHERS (MIN EDGE OI87J a • . • e . n ,• • •' gy � F RAM (( SILL DETAIL UPDATED PER NEW FSC REQUIREMENTS O7 ?A)B w•e. e ► w �' . � p' s USE 80LRO WOOD SUPPORT t� ' ��" i e4��• a�� s . s! ' • a� 4 • BY K LL OT E SILL LEVEL, S ° r WwDOw SYSTEM A w ¢ erii : ljw 'ti a +w • �.• `; �t e•ss �✓ 44TH AVENUE 2112• 1» Emamu ENT) ¢+ `~ ,.`` •• • r4; •= RICA 34474 COIYCRETE1MA80NRY (MIN EDGE DIET j ,+ o .. �,•` ° �'+ a• AL LRTI THRU FRAME DETAIL -IMPA •�i OTF1�gS • • • • • • • M a� ADE 11124!20 CL NO- •• • • YERTKMU SECTRON• • • THE IKFOIw SY ATwNCavrAe+2ntavl�nEmrOt �` .t • IZ DER NTS CW8 -1S8 • • • • • • W14m 780 .M ANY F"ROCfl=ON •I PART ORASAWHOtE • • • • • • • wRRM FEwuMSM OF GUSTOM WMXW SYSTH1s, wa LS P ' - 4 .o A S OF T °•' r, fis +w.4`,+0 ort. •' • a a •i• i • i ••• •i• i • i .."' +t'd�b• iBIt14`ti. f SHEATHING (MIN EMBEDMENT) BY OTHERS EXTERIOR FINISH BYOTHP.RS ��,,. CAULK BEHIND FIN j'S ``"� 8Y OTHERS BUCK BY INSTALLER 0. WINDOW WRAP BY INSTALLER Ml 19 TALL SCREW N A OR, 2 BY WOOD BUCK 114• MAX 814M BY OTHERS I (SEE NOTE 2 d 3 ON SHT. 2) PERIMETER CAULK BY INSTALLER 114• MAX SHIM (SEE NOTE 2 & 3 ON SHT.2) INSTALLATION ANCHOR, rl8 WOOD SCREW WINDOW PRAME HEAD tMIN B BYYOTHERS 1• i • • ♦ —WINDOW FRAME d ••I�r� �•• . s =y. JAMB EXTERIOR FINISH BY OTHERS WINDOW FRAME BILL CAULK BEHIND FN PERIMETER CAULK BYINSTALLER BY INSTALLER WINDOW WRAP BY INSTALLER LLI� HORRONTAL 8iTION IM MAX SHIM (SEE NOTE 2 & 3 O SHT.2) V�FINJtWOO� PERIMETER CAULK 9B O BUCK BY INSTALIEFI .� B ALLER . UPDATED PER NEW F30 REQUIREMENTS 07/07108 • • • • • • • - r' j'•? INSTALLATION ANCHOR, • OAULK BirN@iD FW • • ITY INSTALLER• • • f8 WOOD SCREW t • •• • • • /i 41 , • • • •,' • • • i' <c •', t t•. s WINOOWSYS'tEMS • • BY ORSR FBYBYF • • Y•` �� t r • ^ a q. s RUM S4474 SHEATHING _" • • • BY OTHNM • VVMCX"CTION r ° : ! ' • • • • • • � �r',` . � . ''w La .. •ADE 1112 • • • • • • • • • • • • 1tf2 wFO>wA11oa ooNrAr�nBnAw B Is Paot��ftA 0E P. ° • "• • • • • • • • THE s taM T I M MWASM IN TM URAWM ISTIM SOLF wHa e c HORLZ SLIDE NT5 ° CWS 1B8 • • • • • • • • • •• yypPE tgaNOFCUBTON A 7OF7 • • • • • • • • • • • • 1` i a m J r.':a,: _ • n �- •4% y o Xz ;c , r f , 4 MIAMF • ® M AMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com. PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets /through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1- Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida. Ud folfowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, theWA shell .. . . 0000 .000.0 be done in its entirety. • 0.0.00 0000.. IN SPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer ®r+its distribut m • • and shall be available for inspection at the job site at the request of the Building Official. • • • • fee* • • • • • This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentlMl>p Wve. ' • •. ' •' • 0 The submitted documentation was reviewed by Ishaq L Chanda, P. E.. 0000.. 0 0 . NC A No. 07- 062}yV """ ° Expiration Date: 2Dctaher 18, 2Mr - #0 000: Approval Date: 0&obtr 18, Page 1' �Iz1�'t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. 'Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 120$02 issued to "B.I. DuPont Denemours" for "DuPont Butacite 0 PVB" dated 02115/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. 0' �' • 0000.. .. 0000 094.80 0000 ....0• .80..0 8.08 ...4 rr11 ` 0.80 0000 40.80 q t:�L� duct CO��ao� . NOA No. & -0629& * * • *of* Expiration Date: be tok618, 20if Approval Date: October 18, 2 .. 4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS A. 3/8" LAMI NOM. L462"I CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 31W LAMI NOM. (.402 ") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIMEPSAFE MAXIMUM PLUS (1) LITE OF 318" HEAT STRENGTHENED GLASS. C. 7118" LAMI NOM. (AW) CONSISTING OF (1) LITE OF 3118° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. D. 7/18" LAMI NOM. (.485') CONSISTING OF (1) LITE OF 3118" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES SEE TABLES 1 AND 2 ON SHEET 2. NOA DRAWING MAP A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. TOPIC SHEET 3. CONFIGURATIONS X� O X XO. OX X✓ O� O� AND OXXO. GENERAL NOTES............ 1 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL CONFIGURATIONS ...... .....1 SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE GLAZING DETAILS........... 1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. DESIGN PRESSURES...... 2 5. SHUTTERS ARE NOT REQUIRED ELEVATIONS .................... 3 8. SEALANT INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERT. SECTIONS ............. 4 7. REFERENCES: HORIZ. SECTIONS........... b TEST REPORT FTL5212, ELCO TEXTRON NOA 04 0721.01, 03-0225.05, ANSIIAF &PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. PARTS LIST ...................... 8 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH EXTRUSIONS ................... 6,7 VELOCITY HURRICANE ZONE (HVHZ). ANCHORAGE .................... 8 10 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5j, IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 @o-- 30 . r --- , EXTERIOR EXTERIOR 73 1/2" GLASS B ITE 112" GLASS BITE APi�Yad �mmplyi�..m, We ® _ =Code ode NO � w o a v ® 94 ® gq mia Prod"d Cobol EXT. -118" ANNEALED OR EXT. - 3118° ANNEALED OR D HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER DUPONT BUTACITE OR DUPONT BUTACITE OR ® SAFLEX/KEEPSAFE MAXIMUM SAFLEX/KEEPSAFE MAXIMUM \ • • • • • i i ii 3=18 °�T STRENGTHEND GLASS ®. - 3(18" HEAT STRENGTHEND GLASS \ �— • • • • • • • • 73/8"LAMI : •• ••• ••• •• ••• •• • • • • • • • NOM. 7116" NOM: ING A OR B NOTE 1 GLAZING OPT C OR D NOTE 1 • • • • toro�aavotoor NOTES LS d! 7 •• • • • F • YFXf.�� OVHLf[I. DGtiY01LE8BNi0 G9ABB81TE AROYt • • • • • • F • • * PN� -- �--- ALU M. FRE OR & SIDE Lam IMPACT , Ckuk PE sbuaknut • • • • i • • •FK Os1yy� 7 R sma Vta&y Berle► M x ? s ?0 ?1005 -? B P TABLE 1. DESIGN PRESSURES f ALL CONFIGURATIONS NOTES:, , ® APPROVED CONFIGURATION 0, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS A. 318" LAMt (118" A .090 PVB, 3118° HS) DOORS WITH GLASS TYPES A, B, C OR D C. 7/18" LAMI (3/16• A-090 PVB, 3/1(° HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 311(" HS) X WIDT XX WIDTH 6 - 79 314" 7 - 83 314" 8 314 91314" g _ 95 314" Q2 COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. 3 37112" g° 713/4' +75.0 -75.0 +75.0 -75.0 +75.0 -75A 75.0 -75.0 +75.0 -75.0 MAX. OXIXO WIDTH = 73112" 0 WIDTH SINGLE SIDE UT GLASS TYPE A M OXO WIDTH = 109112" MA X X XXO /OXX WIDTH =107 3/4" 27 3/4" +75.0 - 75.01+75.01 - 75.01+7.5.01 - 76.01+7.5.0 - 75.0 +75.0 - MAX OXXQ WIDTH = 143314' 361/8" +75,0 - 75;0 +7,5.01 -64.2 3. SINGLE DOORS 33 5/8° WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 36 3/4" +75,0 - 75.01+74.91 - 74.91+70.41 - 70.41+66.61 - 66.61+63.1 - 63.1 FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT O WIDTH SINGLE SIDE LITES WRH GLASS TYPES B, C OR D REQUIRED BY CODE. 36 3/4" 1 +76.0 1 -75.0 +75.0 -75.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: ® APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO EX A FROM TABLE 1. (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION 30" WIDE x 90" HIGH SINGLE DOOR WITH 29• SIDE LITES GLASS TYPES A, B, C OR D DESIGN PRESSURE _ +67.61 -67.6 PSF HEIGHT EX B FROM TABLE 1. X WIDTH XX WIDTH e.793/4' 7 87314' 1 913/4 1 8 0 OXXO WITH GLASS TYPE A - 95 3/4" 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2° SIDE LITES 2° 25 IITJ 4 47314 +58,6 -58.6 +55.4 1 -55.4 +52.4 -52A +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE = +70.41 -70A PSF 27112" 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46,5 -46.5 +44,3 -44.3 EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 29112" 55 314" +51.7 - 51.7 +48,8 - 48,8 +46,1 -46.1 +43.8 -43.8 +41.6 - 41.6 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26° SIDE LITES 2 31 VT 5 59 3/4" +49.0 -49.0 +46,2 46,2 +43.6 -43.6 +41.4 -41A +39.3 -39.3 DESIGN PRESSURE = +43.61 -43.6 PSF 2 331/2" 54 63 314" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX D FROM TABLE 2. OXXO WITH GLASS TYPE C j 351/2" 67 314" +38.1 - 38.1 +38.1 - 38.1 +38.1 - 38.11+37.5 - 37.5 +35.6 - 35.6 63 3/4° WIDE x 80 HIGH DOUBLE DOOR WITH 26° SIDE LITES DESIGN PRESSURE _ +43.11 PSF ApM'W "s �P)"ng f°"' *" 3° 37112" 6° 71 314" +34.0 - 34.0 +34.0 - 34.0 +34.0 - 34.0 +34.0 - 34.0 +34.0 - 34.0 F� Q° z � - I SINGLE 0 WIDTH GLASS TYPES A, B, C OR D �8. FOR COMBINED DOOR AND SIDE LITE$ FROM TABLE 1, WHICH x40 + , " + 76.0 1 -75.0 1 +75.0 REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE SIDE LITE NnmmN o"a" °e / CO OS " °I I 10 314 +75.0 - 75.0 +75.0 - 75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT 12 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. 19" +72.4 -72A +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 • • go: • • • e • I:i 314" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52A • • s • gpj 97 314" +52.9 -52.9 +49 .9 -49.9 +47.2 - 47.2 +44.7 -44.7 +42.6 -42.6 2? • • i • i 639 118" +35.2 -35.2 +35,2 -35.2 +35.2 -352 +35,2 -352 +34.4 -34A � 6 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +.0 -34.0 +34.0 -34.0 . y1 • • • • FOMWxarrnxive GNPRESSURES •• • • • GL408TiPEB&AMS� WWNOM&AWAOM6a8 N FLMM • • • Na �E t,salAmVWDIWTATAMTGTARWIANDA aaN�ox }� ALU M. FRE DOOR$ SIDEurES,IMPACT • • • • • l AOX NWI N AIVDADA16rf:ALL VMFOR TA3t6s • • • • • J �22A77 FL 36274 Visibly $afar F7HOf 1 2 x 10 11006.1 B p gp� • •• •• • • • •• •• �73112' " 3'� SEE NO 3-+-f SEE NOTE 3 � , MAX MAX 49 49 ,' i 41 0 1 1 t Cn�P) 10 Ef � E Ef ' E/ E ! � E � J . E � � X O O i X O O XACT. i X/NACT. O SEE NOTE 4 OX OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 SEE NOTE 4 71 314 °MAX. 38 3/4" MAX. 711 � 3Z" 24 9/18" MAX. 33 6 MAX a A .,� DLO (TYP) B DLO (TYP.} G I 34" �+ 49 Max 49 ,' 41 G I Hr. 10 t TYP. + \ 95314" MAX. 84 3 i 0 18" I MAX I MAX. DLO 84 �W TYR 1 DLO (TYP.) DOOR anP +" :' _,.:•.r; uR�nalac •v Sv:un Grrl 1 r'x.w. DLO HEIGHT =HEIGHT -11 318' DLO WIDTH X =DOOR WIDTH - 1215118" isAU. to j— d {TYP. i / \ T C } Qi I IC C4 ` I , F r F DLO WIDTH I" = DOOR WIDTH/2 -11 6118" X XACT. 1 X /NACT. O SIDE LITE DLO HEIGHT = HEIGHT -11 318° DLO WIDTH = WIDTH -3118' A X a -"-1 )0( 41 B • • i • • 01. NOR•4N E DETAILS SEE SHEETS 8 THROUGH 10. • • • . ORfLAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. t • • • • • • • 0 . $ID LfiF$ VERLA W AND 70C DOORS BY 314" WHEN ASSEMBLED TO MAKE AO, 'OX, 'OXO' 7000, OXX AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). ( J • !� 5. CLEAR OPENING FOR W AND )DC DOORS AS FOLLOWS: (7C DOORS = WIDTH - 6.846) (MC DOOR -DOOR WIDTHM - 4.079) :; ; `L ��y •• • • • • • fl GG • • • • • rmoTEOMM oYMYE ELEVATIONS •• i • • ,IK a&= 6 f QfYERMUDWANDFaVIC M NoXOAff9 FL3W8 M` ' AWEW - aWAM R�rI L. lent, P.E. • • • • • • � aMAWMEUMAWDOMMODU ALUM. DRENCH DOOR SIDE AA. tram • • • • • w asst • % ;, —F— NrX R 941T0 Vtrtbly Berner ei° � °�" ° "' B "' I PE N39712 p 22m J.J. rntm NTS 3 > 10 11005.1 B swm,rel • •• •• • • • •• •• ••• • • • ••• • • r 40 EXTERIOR INTERIOR 10 1 z sa 37 6a CLEAR COLORED SEALANT EXTERIOR INTERIOR 62 ® 63 MAX MAX MAX SIDE g2 DLO DOOR DLO LITE HEIGHT HEIGHT wv Approval as complying with 0ce SL VIEW G -G FIWW a main coo 07 3a 61 CORNER ASSEMBLY i �,�oct C 12 40 1.489 •.' •.: '.: '.' 3 ' • ' DOOR SECT. A A SL SECT. &B �, ;y✓ VERTICAL VERTICAL / �,�y l •" •'• i • • tp7oTEUM LOGYRF e� EXAMPLE ELEVATIONS � �( Gj/L� JWKa=, FL 3M • • • • • s • • ALUM. FRENCH DOOR & SIDE UTES, IMPACT PAbW RE • • •. • pemW om 11107 .J. �« atrouco R spa ' 4 d 10 11006.1 B stnamaal ftK J 824/07 • •• •• 9 • •• •• r MAX XX WIDTH 11 fli AP ME 0 0 MAX. MAX. DLO ')Q(' SECT. C—C DLO 31 35 36 34 44 HORIZ. 46 45 5 32 MAX W WIDTH 20 ° INTERIOR rll_ • MAX. DLD W SECT. D -D 46 21 5 HORIZ. EXTERIOR SPACING SAME AS MAX. SL WIDTH 67 JAMB ANCHOR SPACING MAX. SL WIDTH (SEE SHEETS 7.8 AND 8) 82 � oa�«aa tae Date OG f a(� iVOAY — Mold Dade Product oauW 66 4a.4 t. 4a�.t ••• ••• ••• ••• • • •• 22 D M a D 1� • • • • • • • • • SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 •• • i i i i i i i 8 62 S L 62 FOR APPLICABILITY � SL •• ••• •• HORIZ. (DOOR W/ SIDE LITE) HORIZ. (SINGLE SIDE LITE) 1 • • • . • • • • r � F icm—ALUM , VER77CA L SECTIONS }x *la* }X oil'* FRENCH DOOR & SIDE LITES, IMPACT Pa gqx I= RobertL RE • • ••• •A AOD900RfWil!)k TO �f71.1IEE8'TE1tf6'7Dl.Z FF y Fx 2I�07 11. Mw ft � 1� & � 10 11f70b 1 stru ctural B r ITEM DWG # PGT# DESCRIPTION ITEM DWG # PGT# DESCRIPTION 1 943B 80411 FRAME HEAD 60 920D 6920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 82 916B 60381. SIDELTTE JAMS 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X 1:000 QUAD PN. SMS 5 938 79WX 2 PT. LOCK STRIKEPLATE 84 998 7996 HEAD GASKETS (STOCKING #70996). 6 966 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7989 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP #8-32 X.500 PH. FL. MS - S.S. WISILICONE PATCH 66 934A 61641M SIDEL RE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 87 #12 X 1.000 SHEET METAL SCREW 9 988 70996 ' GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTTING BLOCK, 3132" X 1/4' X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16' X 112" X 1' W /PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/18" 12 1670 671670 WSTP, .350 RD FOAM FILL TSLOT (AMSBURY#32011) 73 988 6988 BEAD, 318' 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 988 64986 IBEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 16TP247 IBULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899,983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 QNHOUSE INJECTION MOLDED) 95 GLASS, 318" LAM[ -118" A, .90 PVB, 3/16' HS 20 915D 80380 FRAME JAMB ( OUTSWING) 96 GLASS, 3/8" LAMI -118' HS, .90 PVB, 3118° HS 21 1010 SQ300 WSTP.,Q -LON .190 X.375 HIGH 9T GLASS, 7118° LAMI - 3116' A, .90 PVB, 3118" HS 22 6808 e6mm IREINFORCEMENT, 1.000 X2.750 X 0.650, 6061 T5 98 GLASS, 7/16' LAMI - 3/16" HS, .90 PVB, 3116" HS 23 1140 78XI12PSATS #8 X 1.500 PH SQ A T/S 02 11006A 141106A JACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 1103 OFF -THE SHELF IDEAD SOLT LOCK 25 930 41721N STRIKE PLATE INSERT 26 1118 710)34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .167 X.300 HIGH 30 910D 8910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS '504--� 34 913A 60378M TRUSS CLAMP rril 380 35 1130 61RODA 5/16.18 THREADED ROD .065— +^(( -+ -� 36 990 79WNUTA 5/16 -16 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL O OUTSWING THRESHOLD 38 7834FPT #8 X.75 PH. FL TEK 3 CHANNEL COVER 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) 6063- 40 1023 67924G WSTP., .187 X.260 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ABBY. (INACTIVE PANEL ONLY) 42 1145 7SX12FPAW 96 X.500 PH FL SMS TYPE BD3 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) A a wm CWe A *i�d t4e 44 963E 6983 DOOR PANEL ASTRAGAL 1 ( OUTSWING) 45 9846 6984 DOOR PANEL ASTRAGAL 2 ( OUTSWING) �- 2.750 1 N M�m Dade Product t of 48 1213 6Q200K WSTP.,Q - LON .190 X.200 HIGH M ° a 47 929 76 LOCK SUPPORT ASSY. (41707 & 41708) 0 48 1139 7634E #6 X.750 PH. FL SMS 49 962, FD2PTAY 2 PT. LOCK ABBY. I i --L 50 8R160FS RUBBER SLEEVE 125 • • • • •: • fj1 111721 STRIKE PL. INSERT (INACTIVE PANEL) • • • • • 02 10310 • 7FRSPX DBOLT STRIKE PLATE 22 6083 MULL • • • • • 10)C34PFA #10 X.750 PH FL- SMS • • • s • • • 554 • • 70957X HANDLE STRIKE PLATE 55 1118 710X34... #10X.760 PH FL SMS I t •' ' • • « • • PARTS tlST i • • • • • •A: •N8w P 8 MDlYfMRGE7 FR881�T. t � A' • � mu ALUM. FRENCH oft L Clark, P.E • • • • « • « Po. rme DOOR & SIDE LITES, IMPACT • • • • • • ix «q4W • ADDnEWI8DEWBOUAW TOCrMPAN&. MY- MMM41. • • • • • °mrx taac R's�74 Vdrib& Better •<k 0101 1l muc �• s f0 110051 B Fx a2�io� dr. s2tro� Dl01 2�c 6 sbuobffd • • • • • • • • • • f ' 1.750 1.750 1.750 1.750 • .050 1.820 4.728 8083 -T6 WEATHER 4.828 4.728 4.728 NNEL .� '� 37 STRIP CHA 4.000 •� 4.100 062 4.100 .082 4.675 3.000 4.675 ?1.375 4.100 Lii �j DOORFRAME, 2.12 125 20 JAMB DOOR PANEL DOOR PANEL 6083 -T8 3Q TOP & BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 8063 -T5 606345 t 44 S INTERIOR ASTRAGAL (q rj) EXTERIOR ASTRAGAL O HINGE �.../ 8083 -T5 �..� 8083 -T5 32 8083T5 1 1.578 �+ 3.85b 3.111 1.600 ►{ �_ 558 L -.525 - .890 650 I .750 .050 050 1.400 060 n T r 050 FILLER HEAD ADAPTER O TRUSS CLAMP 73 318" GLAZING BEAD 72 7/18' GLAZING BEAD 3.000 808 &T8 Q 8063-TS 6083 -T5 8083 -T6 �-� - 3.100 -� 1.479 g2 SL JAMB O 8063 -TB 1.272 1.479 5.459 076 8 Approved as complying with the 5.212 Rod" BauDn Code 8.085 Date yLT[� iaa7 O FRAME HEAD .075 mm i 4.586 D u� Dy 2.880 .050 .760 �Fy .079 � .060 • • 0.: • • s 3000 SL JAMB • • • • • �♦ OUTSWING THRESHOLD O SL HEADER O SL SILL 6g ADAPTER p r .. . . 11 6003- .. 60 6063-T6 61 8083 -T8 e083-TO • ♦ ♦ • • , rmoraor�r EXTRUSION PROFILES . ♦ . s • ♦ sx WWW • e xoat nus e ^ O"°� ALUM. FRENCH DOOR & SIDE LfTES, IMPACT L cwr;t. RE mobb- t i t • •♦ t i1t Nt4Wp •• ADD' =rT0nVAZa GYA88OMM 0nSW Sb44.4e&92 P.O. BQ)Ctffi9 asaavaaae suit eawt mays: am PE S3@Tta • • • ♦ • tutee • 40e 14W�A0& q 3Q�4 FK' Y7 J.1 82alD7 v Pvun �/2JC 7 s 10 110061 B shoed sal • • • • • • • • • • • }— HEAD � y. D" I HEAD ,y� HEAD �y HEAD y HEAD �y HEAD EXAMPLE I ZONE °C" I y I ZONE " ZONE "D" I ZONE "E° I ZONE °D° I ZONE "E"1 \ ANCHORAGE SOLUTION FOR A CONCRETE / \ OXXO INSTALLATION A. 19'x 83 314" SIDE LITES "B" AND "E" ZONE ANCHORS FROM w w w w w w w w TABLE 7, SHEET 9. z X z z XX a z O z z XO OR OX z N N N N N R N N m m m m m mm m In PLUS' B. 71314" x 83 3/4° XX DOOR ZONE "F ANCHORS FROM TABLE 4, SHEET 8, EACH °P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: SILL SILL �_ SILL SILL SILL SILL } EACH JAMB AND 2+5+8+ AN (14} O ZONE "D" ZONED` ZONE °E" ZONE "D" ZONE" E" EE T LE 3.. SHT. 8 SEE TABLE 4., SHT. 9 SEE TABLE 8., SHT. 9 SEE TABLE 8., SHT. 9 TYPE 1 OR 2 ANCHORS AT HEAD _ 1 AND AT SILL. ZONE -f- ZONE F"� �ZONE"D "�ZONE � � 1 NE E° E" R OXO z R XXO OR OXX z N OXXO O N . � � , � , Appnwa3aseomgf;�ugn'ithtUe xoae o M .7 SILL SILL SILL SILL II SILL I SILL I I SILL I SSIILL — SILL ILL DM }- m u o � ade ZO . N ° E �ZONE°F"� Z E � �ZONE"D" ' ZONE °F„ —}- ZONE -} }- ZONE -}-- ZONE "F°�ZONE"F"�ZONE� 9Y ISUa SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7.. SHT. 9 T ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 314"H UNIT. • • w • • • • O ES ♦ 71 3(4°W "DOOR WITH 19°W SIDE LITE$ (SEE SOLUTION ABOVE) • • • • • JMV�D ANCHOR TYPES ARE: 1. 1/4" ELOO TAPCONS 2. 1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS • • i • i RIANTITIES ARE BASED ON SPACING AS FOLLOWS (3° MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. • • • • • • • s • • J/�A_ BS (P RL.)_:131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. H SILL OF DOORS 8" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. per/ HEAD & SILL OF SIDE LITE$ W MAX. FROM CORNERS AND 24 314" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. !!1 s• • • °•• �/�� +• :. s : s 1L70TEGNIOLOQYr7�VE ANCHORAGE" CONFIGURATIONS • • • • • • • 8 A3)QJWIfr4e7F�8HEEr. 834376 *� • • • • • • CuarrEWORwratir za��naIT11aa•ar4cr�rrPFS ALUM. FRENCHDWR & SIDE LITEAIMPACT L p�, PAL • • ••s FK a ro3arurm aaeQ7caszs mts• Al FlWGONQf3, rR.34374 y� , �xrwae �" •.a °s •" PEOW12 FIG 8J2 — Jd 824MT FLJ701 A(TS 8 s 10 1106.1 B Swemret ••• • • • • ••• • • TABLE 3. X D 0 0 TABLE 4. XX DOORS TABLE b. O SIDE LITE TABLE 6. XO & OX TABLE 7.0X0, X XO. OXX APPROVED ANCHOR TYPES - (ALSO X DOOR OF XO & 9X-) & OXXO 1.1/4" ELCO TAPCON GLASS TYPES A, B, C, D GLASS TYPES A, B. C, D GLASS TYPES A, B, C, D GLASS TYPES A, B, C, D GLASS TYPES A, 9, C, D ANCHOR TYPE Z3. .1,2, CONC R TYPE 2,3, WAD 1,2, CONC ANCHOR TYPE 2,3, WOOD 1,2, CONC ANCHOR TYPE �� WOOD 1,2, CONC ANCHOR TYPE z& WAD 1,2, CONC 2.1/4* ELCO SS4 CRETE 8 SUBSTRATE SUBSTRATE 8 3U88TRATE 8 SUBSTRATE & 8UBSTRATE MASONRY ANCHORS DOORWmTHS LOADZONES DOORWHTHS LOAD ZONES WIDTHS LOAD ZONES DOORW07M LOAD20NES DOORWDTHS LCADZONES %C' • 25. 'SON - 47.76 w m "0'- 10.7 "X - 25. X -26.6 3. #12 SCREWS (G5) TO 37.60 TO 71.75 TO 36.7 TO 37. TO 37. � 4. ENCIRCLED ANCHOR v ► p %0( - 47.7 [� 6° �° I° !° , QUANTITIES IN TABLES 4 :j j m m TO 71.76 8 AND 7 PERTAIN TO THE m m m m m m m m m EXAMPLE ANCHORAGE w w app w y p SIDE y SOLUTION ON SHEET S. UTE vuIDTH x HT. x x x x x X WIQTH x HT. $ a WmTH x H7. o 0 0 0 WmTH x F O O ,c x 0 0 x X MOTH x HT. O O x 0 0 X 26.50 x 79.76 6 2 7 4 2 3 47.75 x 79.76 4 3 6 4 2 3 10.76 x 79.7 4 1 4 1 10.75 x 78.75 4 2 4 2 10.78 x 79.76 4 2 4 2 83.7 6 2 7 4 2 3 83.75 6 4 7 4 2 3 83.76 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 87.7 5 2 7 4 2 3 87.76 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 IZ 4 2 a 87.76 4 2 0 4 2 91.76 5 2 7 4 2 3 91.7 5 4 7 4 2 3 91.75 4 1 4 1 91.7 4 2 4 2 91.75 4 2 4 2 95.7ff 8 2 7 4 2 3 95.76 5 4 7 4 2 3 95.76 4 1 4 1 95.7 4 2 4 2 96.7 4 2 4 2 IK 27.50 x 79.75 6 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.7 4 2 4 2 12.75 x 78.75 4 2 8 4 2 12.75 x 79.78 4 2 4 2 1 83.76 5 2 7 4 2 3 83.75 6 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 q 4 2 o 83.75 4 2 uJ 4 2 87.7 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.76 4 2 4 2 87.76 4 2 -9 4 2 �N 87.75 2 m 4 2 91.7 6 2 7 4 2 5 91.75 6 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 2 2 F 4 2 F 91.7 4 2 4 2 0 95.76 8 2 7 4 2 6 95.75 6 4 7 4 3 6 96.75 4 2 4 2 85.75 4 2 a 4 2 � 96.7 4 2 d 4 d 29.60 x 79.76 6 2 8 4 2 3 66.76 x 79.7 5 4 7 4 2 3 19.00 x 79.7 4 2 4 2 19.00 x 79.7 4 3 4 2 19.00 x 79.76 4 3 LL 83.75 6 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.7 4 3 4 2 83.75 4 3 4 2 0 87.75 6 2 8 4 2 6 87.75 5 4 7 4 2 3 87.75 4 7 75 7 2 4 2 87.7 4 3 4 2 87.7 4 3 2 4 2= 91.7 8 2 8 4 2 5 91.75 6 b 7 4 3 5 91.75 4 2 4 2 91.75 4 3 4 2 91. 4 3 4 2 98.7 6 2 8 4 2 5 W. 6 4 8 4 3 5 95.75 4 2 4 2 95.7 4 3 � 4 2 � 95. 4 3 x 4 2 t 31.50 x 79.75 5 2 8 4 2 3 69.75 x 79.7 5 5 8 4 2 3 21.75 x 79.76 4 2 4 2 21.76 x 79.7 4 3 0 4 2 G 21.76 x 79.7 4 3 4 2 83.75 8 2 8 4 2 5 83.75 5 5 8 4 2 3 83.76 4 2 4 2 83.75 4 3 4 2 83.7 4 3 LL 4 2 S 87.75 6 2 F 4 2 5 87.75 8 6 8 4 3 b 87.75 4 2 4 2 87.76 4 3 m 4 2 m 87.7 4 3 91.75 8 2 4 2 5 91.75 6 6 8 4 3 6 91.76 5 4 2 4 2 91.75 6 3 4 2 91.7 5 3 19 4 2 0 95.75 7 2 4 2 5 95.75 6 5 8 4 3 5 95.76 5 2 4 2 95.7 6 3 w 4 2 w 95.75 b 3 e3 4 2 c3 33.50 x 79.7 6 3 8 4 3 3 63.76 x 79.7 5 5 8 4 2 3 27.76 x 79.76 S 2 4 2 27.75 x 79.76 5 3 2 27.76 x 79.75 6 3 m 4 2 m 83.76 6 3 6 4 3 6 83,7 6 6 8 4 3 b 83.7 5 2. 4 2 83.7 5 3 0 4 2 p 83.75 5 3 I C 4 2 F 87.7 6 3 8 4 3 5 87.7 6 b 8 4 3 b 87.76 5 2 4 2 87.75 5 3 4 4 2 4 FlOdda B Code the 87.75 5 3 x 4 2 A�O1- as an ode C n1t4 91.7 7 3 10 4 3 6 81.76 8 6 8 4 3 5 91.7 B 2 4 2 91.7 8 3 `" 4 3 " 91.7 8 3 4 3 N a. 85.7 7 3 10 4 3 5 96.7 7 8 70 4 3 6 95.76 B 2 4 2 95.7 8 3 p�p 4 3 a�pqq 96.75 6 3 g 4 3 W MlamiDWiPftd°elCoalmT 36.50 x 79.7 6 3 8 4 3 5 67.75 x 79.7 6 6 8 4 3 6 36.13 x 79.75 6 3 4 3 36.13 x 79.7 6 4 H 4 3 F 36.13 x 79.76 6 4 4 3 83.7 6 3 8 4 3 6 83.7 6 6 8 4 3 6 83.76 6 3 4 3 83.7 6 4 C 4 3 C 83.76 6 4. 4 3 87.7 8 3 8 4 3 5 87.7 8 5 8 4 3 5 87.7 7 3 4 3 87.76 7 fi 4 3 87.76 .7 6 4 3 MC 91.7 7 3 10 4 3 5 91.7 7 6 10 4 3 5 91.76 7 3 4 3 91.75 7 6 a 4 3 0: 91.76 7 6 4 3 ••• •• • • 7 1 3 10 4 3 6 95.7 7 6 10 4 3 b 96.7$ 7 3 4 3 96.76 7 6 v 4 3 v 96.76 7 6= 4 3= • • •• • 47.60 x W. 6 3 8 4 3 5 71.76 x 79.75 6 b 8 4 3 5 36.78 x 79.75 6 3 4 3 36.75 x 79.7 6 4 4 3 a 36.76 x78.7 8 4 v 4 3 y 1' f • • i i i s s 3 8 3 5 83.76 S b 9 4 3 6 83.76 8 3 4 3 83.7 6 4 4 3 m 83.7 8 4 73 t� •• ••• •• 3 10 4 3 87.7 6 5 9 4 3 5 87.75 7 3 4 3 87.7 7 5 6 4 3 87.78 7 5 4 3 91.75 7 3 10 4 3 5 91.7 7 6 70 4 3 5 91.7 7 3 4 3 91.75 7 5 w� 4 3 W 91.7 7 5 4 3 95.75 7 3 10 4 3 6 95.7 7 6 10 4 3 6 95.7 7 3 4 3 96.75 7 5 0 4 3 96.75 7 6 4 3 • • • ♦ 4 °x old • aY.croa� i• : s i i Ko i rrro> aarr ve T ANCHOR QlIANT/TYLOAD ZONE TA9LES f • • .;Zl 8 NOCf*%Nw7m3lr$7 N FLSWB Me • • • • • • 0 IT AM EeramaeEa v rx r�nea. r&E rsACZa� ALUM. FRENCH DOOR& SIDE LITES, IMPACT L Clark,PE • • 000 DAs 4!97 A M 'D'M®tx7L1961tR!•B7HYf8 A�'aE TOANpi 3. l K A.94274 [! [j, 839712 a.�a.t mrx se.e m.eose, fc FtG 2/rJJDT Jr 621/07 POtot NA 9 10 110Qb1 B Sw°aml l 0:0 2X WOOD 1 314" 1314' 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. - 1-- 1 314" 1 314' MIN. E.D. -- r , BUCK,NOTE 2 3.4 KSI MIN. CONC. � MIN i lXWOOD BUCK NOTE 2 1318 I 318'TYPE I 9X WOOD I 3/4"TYPE 2 BUCK NOTE 2 1 314'TYPE 2 1318" 1 3M* MIN. MIN. 1/4* MAX IW MAX SHIM 1/4 MAX. SHIM WOOD EXT. SHIM SHIM CONIC. EXT. ANCHOR CONC. EXT. WOOD ANCHOR TYPE 2 OR 3, ANCHOR, ANCHOR NOTE I NOTE NOTE TYPE 2 OR 3, 1 1/4' TYPE I OR 2 (CMU) NOTE DOOR HEAD (WOOD) DO D CONC 13VTYPEI(CONC) I 31W 1 3/4' TYPE 2 (CONC) SIDE LITE HEAD (WOOD) SIDE LITE H EAD (CONC) 1/4* MAX SHIM MIN. 114" MAX' 1 114 - TYPE I OR 2 (CMU) SHIM 114*MAX SHIM I,.. 1318*mlk 1/4"MAX SHIM I 3/r TYPE I (CONC) 4;4TMIN. E.D. T 1 3/4' TYPE 2 (CONC) 1 3/4' WOOD CONC. ANCHOR MIN. E.D. ANCHOR, ON CONC6w NOTE I STAGGERED ANCHOR 1.6 KSI MIN. CMU OR CENTERS,- ON WOOD A KSI MIN. CONIC. TYPE STAGG __T ANCHOR MIN T 0 E.D. 20R3, -:I 314"MIN. E.D. TYPE NOTE 20R EXT BU CK 2x . D IX WOOD BU tlEii KSI MIN. CMU OR 2X WOOD ENT • NOTE BUCK N 2 MIN. CONIC. BUCK NOTE 2 IX WOOD BUCK NOTE 2 EXT. DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CON C.ANCHOR, WOOD ANCHOR, TYPE 2 OR 3 NOTE I -CONC. ANCHOR NOTE I OR NOTE 1 1X WOOD. N I aT BUCK NOTE 2 EXT. NOTE 3 1/4* MAX EXr- IW MAX 114' MAX 1W MAX SHIM SHIM SHIM I 318° TYPE I 1 3V IN. I 3f4TYPE 2 0 13/8' MIN. 1 3V TYPE i 3.4 KSI MIN. 1 314° 1 1 3/4'TYPE 2 Appmvd 0 (be L 2X WOOD BUCK VV NOTE MIN. E.D. r— 3.4 KSI MIN. CONC. MOOD BUCK NOTE CONC .4 I—.- 1 314 : % Z DOOR SILL (WOOD) DOOR SILL (CONC) MIN. E.D. SIDE LITE SILL (WOOD). SIDE LITE SILL ( CONC) Mimi D*dt produd C�tral NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4r TAPCONS EMBEDDED I aV MIN. (TYPE 1) OR IW SS4 CRETE -FLEX EMBEDDED 1 3/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS I 314". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 114' SS4 CRETE -FLEX ANCHORS EMBEDDED 1 3V MIN. (TYPE 2). twi ft DEPICTED AS IXARE LESS THAN I ltrTHICK Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS * 00 0 0 AS 2X ARE I 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE • • • • • AJM_RoRrPrl"NG JURISDICTION (AHJ). 00 so: * 00 IGSIG_ I%_9GHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • *0 ft A - k w l-LlA - ^0AGE DETAILS • 7 ALUM. FRENCH DOOR & SIDE LITES, IMPACT L MrKP.F- DETMA ADDANC" TYM W NOTE t AUWAVARSM VW* Aluvll I PE NW971 M. P.O. 8= im aft MIN Mrs 6'9 1*0 10 Iwo", 11W5.1 I B sruabad FJG 7I17/U7 riTh Z07 T_ •• a ..r P ! OCT 0 . 6 2009 �o t��--- �mooeeem � d e oome ®e . a 0000.. 0000.. 0000 .. s••s.• 6606 •..s.. P ;J 6660.• >u; • • . : • Miaml ,Shores s. X6 6. �.�.. APPRO BY DATE •�•••• 'r • ' ' ZONING DEPT 6:0000 .•`` x . 7a i . BLDG DEPT •s.6ss 0 • • <•• 1, 6 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STA T E AND COUNTY PULES AND PEGULATIONS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 128897 Permit Number: WS -10 -09 -1637 Scheduled Inspection Date: January 21, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: MAHER, DAVID Work Classification Window /Door Replacement Job Address: 236 NE 91 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206019044 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792 -4415 Building Department Comments REPLACE 20 IMPACT WINDOWS & 1 DOOR Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 126383. HS windows in zone 5 75 2 , 1:; do not meet the design wind loads. NB Failed l� Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 20, 2010 For Inspections please call: (305)762 -4949 Page 7 of 26